CN212104544U - Anti-overturning measure equipment for sliding construction of large-span arched steel structure truss - Google Patents
Anti-overturning measure equipment for sliding construction of large-span arched steel structure truss Download PDFInfo
- Publication number
- CN212104544U CN212104544U CN202020441457.7U CN202020441457U CN212104544U CN 212104544 U CN212104544 U CN 212104544U CN 202020441457 U CN202020441457 U CN 202020441457U CN 212104544 U CN212104544 U CN 212104544U
- Authority
- CN
- China
- Prior art keywords
- truss
- sliding
- locking device
- overturning
- bolt
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 107
- 239000010959 steel Substances 0.000 title claims abstract description 107
- 238000010276 construction Methods 0.000 title claims abstract description 36
- 230000004301 light adaptation Effects 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 7
- 238000005259 measurement Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 6
- 238000009434 installation Methods 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- 230000000087 stabilizing Effects 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 239000003245 coal Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 230000000149 penetrating Effects 0.000 description 1
- 239000002965 rope Substances 0.000 description 1
- 210000001519 tissues Anatomy 0.000 description 1
Abstract
The utility model discloses a construction of sliding of large-span arch steel structure truss of construction technical field prevents measurement equipment that topples, prevent mechanism that topples including truss glide machanism and the construction of sliding, truss glide machanism includes that first pin truss, truss gusset, second pin truss, pin truss slide device, pin truss slide thrustor and slide rail, the construction anti-overturning mechanism that slides includes locking device spacing shaped steel, locking device, anti-overturning cable wire one, anti-overturning cable wire two and anti-overturning cable wire fixing device, can ensure that the truss structure of in-process that slides is safer and more stable to structural stability and security are ensured to the truss that can fix on the slide rail temporarily when meetting special conditions like the strong wind rainy.
Description
Technical Field
The utility model relates to a construction technical field specifically is a measure equipment is prevented toppling in construction of sliding of large-span arch steel structure truss.
Background
Due to the environmental protection requirements of national policies, the application of domestic large-span space structures is more, the large-span space structures are widely applied in span, the large-span arched truss is one of prestressed steel structures, and the large-span truss string arched truss is widely applied to large-span steel structures such as coal sheds and coal yard closures in China.
Because the span of the large-span truss string arch truss is large and is generally more than 2.2m from the ground foundation elevation, in addition, the construction site is limited by various factors, the environmental influence factors are more during construction, and the construction land can be reduced and the construction period can be shortened by adopting a sliding construction method for the large-span steel structure truss. The construction of constructing the large-span steel structure truss can be rapidly completed through the sliding method, and time and labor are saved. However, the steel truss is not rigidly connected in the sliding process, so that the stability is unsafe, safety accidents such as offset and overturning are easy to happen, and the truss on the sliding rail is very dangerous when the sliding is suspended due to severe weather in the sliding process. For example, the vehicle is forced to stop working in case of strong wind and strong rain, and serious safety accidents such as overturning and the like are easy to happen. The utility model discloses when not taking one's place and the in-process that slides to the prevention displacement device meet when the force factor of inequality must suspend and slide, prevent truss skew, topple a safety equipment of taking measures, can ensure the stability of in-process increase truss sliding, and the effect of the fixed truss of stopping temporarily.
Based on this, the utility model designs a measure equipment is prevented overturning in construction of sliding of large-span arch steel structure truss to solve the above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a measure equipment is prevented toppling in construction of sliding of large-span arch steel structure truss, the occurence of failure of toppling of truss when preventing to slide the construction, meet the weather suddenly and lead to can not accomplish the interim shut down when sliding in-process, carry out the equipment of interim fixed assurance safety to the problem of proposition in solving above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a large-span arched steel structure truss slipping construction anti-overturning measure device comprises a truss slipping mechanism and a slipping construction anti-overturning mechanism, wherein the truss slipping mechanism comprises a first truss, a truss rib plate, a second truss, a truss sliding device, a truss sliding pushing device and a slide rail;
the first truss, the truss rib plate and the second truss are mounted on a truss sliding device, the second truss is fixedly connected with the first truss through the truss rib plate, the first truss, the truss rib plate and the second truss form an integral body and slide on the truss sliding device, the truss sliding pushing device is arranged on the reverse side of the truss sliding device in the sliding direction, one end of the truss sliding pushing device is fixed with the second truss, and the other end of the truss sliding pushing device is fixed with the slide rail;
the two sliding rails are provided with four locking devices, the four locking devices are respectively positioned at two ends of a first truss and a second truss, the top of each truss is provided with an anti-overturning steel cable fixing device, the top ends of a first anti-overturning steel cable and a second anti-overturning steel cable are fixed on the trusses through the anti-overturning steel cable fixing devices, and the locking devices are fixed with the bottom end of the second truss through the locking devices in a limiting-type steel manner;
the locking device comprises a wedge block limiting plate, a limiting plate fastening bolt, a wedge block, a locking bolt, a locking device shell, a reset bolt and a steel wire hanging ring, the locking device shell is designed as an inverted concave-shaped mechanism, wedge-shaped blocks are arranged on two sides of an inner cavity of the locking device shell, the top end of the slide rail is positioned between the wedge blocks at the two sides, the two ends of the bottom of the locking device shell are fixedly provided with wedge block limiting plates through limiting plate fastening bolts, one end of the wedge block limiting plate is positioned below the wedge block, a locking bolt is arranged on the side wall of the locking device shell, the top of the locking device shell is provided with a reset bolt, the inner end of the locking bolt extends to one side of the wedge-shaped block, the bottom of the reset bolt extends to one side of the wedge-shaped block, and a steel wire hanging ring connected with the overturn-preventing steel cable is further arranged at the top of the locking device shell.
Preferably, the truss sliding pushing device consists of a hydraulic cylinder, and pushes the truss to slide by the thrust of the hydraulic cylinder.
Preferably, the first overturn-preventing steel cable and the second overturn-preventing steel cable are respectively provided with four steel cables.
Preferably, the locking device limiting section steel and the locking device, and the locking device limiting section steel and the second truss are fixedly connected through bolts.
Preferably, the locking device shell is flexibly connected with the locking device limiting section steel through a bolt, and the locking device limiting section steel is flexibly connected with the second truss through a bolt.
Preferably, the wedge-shaped block is made of solid metal and has a structure with a small upper part and a wide lower part.
Preferably, the slide rail is I-shaped, and a second wedge-shaped surface attached to the first wedge-shaped surface of the wedge block is arranged on the upper portion of the side wall of the slide rail.
Preferably, the gyro wheel is installed to the tip and both sides of locking device casing, the top and the lateral wall of locking device casing are opened and are had the bolt hole one that runs through the locking device casing inside and outside, bolt hole one and locking bolt and reset bolt looks adaptation, open at the bottom both ends of locking device casing has bolt hole two, bolt hole two and limiting plate fastening bolt looks adaptation.
Compared with the prior art, the beneficial effects of the utility model are that: the truss structure can be ensured to be safer and more stable in the sliding process, and the truss on the slide rail can be temporarily fixed to ensure the structural stability and safety when special conditions such as strong wind and rain are met.
The locking device on the sliding rail is provided with an automatic locking mechanism, the steel cable is automatically locked when the truss inclines, and the steel cable is locked on the sliding rail through the locking device when an operator does not feed back the steel cable in time, so that the automation and timeliness are ensured; the manual locking can be realized by an operator according to external environmental factors to lock the stay cable and the steel cable when the sliding is stopped, so that the stability and the safety of the structure when the sliding is not finished are ensured; when the hydraulic cylinder pushes, if the truss inclines, the locking device locks, resistance is increased in the horizontal sliding direction, the hydraulic cylinder is automatically prevented from being pushed continuously, and larger accidents caused by continuous pushing are avoided.
When the truss inclines, the locking device locks and fastens the truss through the steel wire rope to play a role in assisting to stabilize the truss and increase the safety, the structural principle is simple and convenient, the field manufacturing and installation are convenient, and the safety of the field operation can be effectively improved. When the sliding needs to be stopped due to factors such as temporary power failure, strong wind and the like, the auxiliary truss stabilizing function can be achieved, the field safety is improved, accidents are prevented, the locking devices are independently arranged on the two guide rails, and the locking operation can be independently carried out when the jacking forces on the two sides are inconsistent.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a cross-sectional view of the locking device of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. a first truss; 2. truss rib plates; 3. a second truss; 4. a truss sliding device; 5. a truss sliding pushing device; 6. limiting the profile steel by a locking device; 7. a locking device; 8. a slide rail; 9. a first overturn prevention steel cable; 10. a second anti-overturning steel cable; 11. an anti-overturning steel cable fixing device; 12. a steel wire hanging ring; 13. a wedge block limiting plate; 14. a limiting plate fastening bolt; 15. a wedge block; 16. locking the bolt; 17. a locking device housing; 18. and resetting the 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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: a large-span arched steel structure truss slipping construction anti-overturning measure device comprises a truss slipping mechanism and a slipping construction anti-overturning mechanism, wherein the truss slipping mechanism comprises a first truss 1, a truss rib plate 2, a second truss 3, a truss sliding device 4, a truss sliding pushing device 5 and a slide rail 8, and the slipping construction anti-overturning mechanism comprises a locking device limiting section steel 6, a locking device 7, an anti-overturning steel cable I9, an anti-overturning steel cable II 10 and an anti-overturning steel cable fixing device 11;
the first truss 1, the truss rib plate 2 and the second truss 3 are constructed on the truss sliding device 4 through in-situ installation, the second truss 3 is fixedly connected with the first truss 1 through the truss rib plate 2, after the fixing is finished, the first truss 1, the truss rib plate 2 and the second truss 3 are integrated, the stability of the first truss 1, the truss rib plate 2 and the second truss 3 is increased, the truss sliding device 4 slides, the truss sliding pushing device 5 is arranged on the opposite side of the truss sliding device 4 in the sliding direction, one end of the truss sliding pushing device 5 is fixed with the second truss 3, and the other end of the truss sliding pushing device 5 is fixed with the slide rail 8;
the truss sliding pushing device 5 is composed of a hydraulic cylinder, and pushes the truss to slide by the thrust of the hydraulic cylinder. The implementation mode of sliding construction is as follows: the truss sliding device 4 drives the second truss 3 to move towards the sliding direction, the second truss 3 transmits force to the first truss 1 through the truss rib plate 2, so that the first truss 1, the truss rib plate 2 and the second truss 3 slide on the slide rail 8 along with the truss sliding device 4 towards the sliding direction, the sliding is stopped after the maximum stroke distance of the truss sliding pushing device 5 is reached, the truss sliding pushing device 5 is fixed again after moving towards the sliding direction, and the pushing sliding is continued.
When the truss is not in place, construction needs to be stopped due to special reasons, such as factors of strong wind, rain and the like, the anti-overturning mechanism for sliding construction has measures and equipment for assisting in fixing the truss, two sliding rails 8 are arranged, and the stress balance of the truss is ensured by the principle that the two trusses 4 are supported on the sliding rails 8 during the sliding construction of the truss. An auxiliary steel cable is added on the original truss for tensioning, so that the purpose of stabilizing the auxiliary truss is achieved.
Four locking devices 7 are fixed on the two slide rails 8, the four locking devices 7 are respectively positioned at two ends of the first truss 1 and the second truss 3, an anti-overturning steel cable fixing device 11 is arranged at the top of the trusses, the top ends of the anti-overturning steel cable I9 and the anti-overturning steel cable II 10 are fixed on the trusses through the anti-overturning steel cable fixing device 11, and the locking devices 7 and the bottom end of the second truss 3 are fixed through locking device limiting section steel 6;
wherein, the first overturn-preventing steel cable 9 and the second overturn-preventing steel cable 10 are respectively provided with four, 2 sets are arranged at the pushing side and 2 sets are arranged at the sliding direction side. The arrangement and the number of the overturn-preventing steel cables can be adjusted according to the span of the truss and the length of the locking device limiting section steel 6. The first overturn-preventing steel cable 9 and the second overturn-preventing steel cable 10 are respectively fixed on the trusses through overturn-preventing steel cable fixing devices 11, so that the trusses are dragged and fixed, and finally, force is applied to the trusses to assist in preventing the trusses from inclining.
The locking device limiting section steel 6 and the locking device 7 are fixedly connected through bolts, and the locking device limiting section steel 6 and the second truss 3 are convenient to detach. The locking device shell 17 is flexibly connected with the locking device limiting section steel 6 through bolts, the locking device limiting section steel 6 is flexibly connected with the second truss 3 through bolts, and the locking device 7 and the locking device limiting section steel 6 can rotate up and down at a small angle. When the anti-overturning equipment is dismantled and installed, all parameters of the truss need to be detected to determine safety.
When the truss moves on the slide rail 8, the truss pulls or pushes the locking device 7 to synchronously move through the locking device limiting section steel 6, the relative position of the locking device 7 and the truss is unchanged, so the distance between the anti-overturning steel cable I9 and the anti-overturning steel cable II 10 is unchanged, the truss anti-overturning steel cable I9, the anti-overturning steel cable II 10, the locking device limiting section steel 6 and the locking device 7 are equivalent to land preparation during normal sliding operation, the relative positions are fixed, and the anti-overturning steel cable I9 and the anti-overturning steel cable II 10 are not stressed due to the stability of the truss. If the sliding site is limited or the sliding is about to be in place, the first overturn-preventing steel cable 9, the second overturn-preventing steel cable 10, the limiting section steel 6 of the locking device and the locking device 7 on one side can be detached.
The locking device 7 comprises a wedge-shaped block limiting plate 13, a limiting plate fastening bolt 14, a wedge-shaped block 15, a locking bolt 16, a locking device shell 17, a reset bolt 18 and a steel wire hanging ring 12, locking device casing 17 is the meter of the character form of falling Chinese character 'ao', the inner chamber both sides of locking device casing 17 all are equipped with wedge 15, the top of slide rail 8 is located between the wedge 15 of both sides, limiting plate fastening bolt 14 is fixed with wedge limiting plate 13 at the bottom both ends of locking device casing 17, the one end of wedge limiting plate 13 is located the below of wedge 15, be equipped with locking bolt 16 on the lateral wall of locking device casing 17, locking device casing 17's top is equipped with reset bolt 18, locking bolt 16's the inner extends to one side of wedge 15, reset bolt 18's bottom extends to one side of wedge 15, locking device casing 17's top still is equipped with the steel wire rings 12 who is connected with the preventing toppling cable wire.
Mounting of the locking device 7: the function of the limit plate fastening bolt 14 is to make the locking device 7 detachable, and facilitate the installation of the locking device 7 on the slide rail 8. When the locking device is installed, the limiting plate fastening bolt 14 is firstly loosened to take the wedge limiting plate 13 and the wedge 15 out, the locking device shell 17 is placed on the slide rail 8, then the wedge 15 and the wedge limiting plate 13 are sequentially placed in the slide rail and fixed through the limiting plate fastening bolt 14, and the locking device 7 is installed.
The automatic locking principle of the locking device 7 is as follows: when the first truss 1, the truss rib plate 2 and the second truss 3 incline due to factors such as strong wind and the like, and the self supporting points can not guarantee balance, the inclination of the trusses can cause the tension of the first overturn preventing steel cable 9 and the second overturn preventing steel cable 10. When the first overturn-preventing steel cable 9 and the second overturn-preventing steel cable 10 receive the pulling force, the pulling force is transmitted to the steel wire hanging ring 12 on the locking device 7 and drives the locking device shell 17 to lift upwards in an inclined mode, and the locking device 7 cannot move horizontally due to the effect of the locking device limiting section steel 6, so that the locking device 7 can move upwards in an inclined mode through rotating at the joint of the locking device limiting section steel 6.
When the locking device 7 moves upwards, the locking device shell 17 moves together, the locking device shell 17 lifts the wedge 15 upwards through the wedge limiting plate 13, and the sliding rail 8 does not move upwards due to the action on the foundation. The wedge-shaped block 15 is a structure which is made of solid metal and is small in upper part and wide in lower part, the slide rail 8 is in an I shape, and the upper part of the side wall of the slide rail 8 is provided with a wedge-shaped surface II which is attached to the wedge-shaped surface I of the wedge-shaped block 15. As shown in FIG. 2, the wedge-shaped block 15 moves upwards relative to the slide rail 8, so that the distance between the wedge-shaped block 15 and the slide rail 8 is reduced and finally the wedge-shaped block is tight, and the wedge-shaped block 15 inside and the slide rail 8 are clamped together through the wrapping effect of the locking device shell 17, so that the tissue locking device 7 slides forwards continuously.
Automatically preventing the continuous sliding operation during overturning: the locking device 7 is blocked to limit the continuous jacking of the truss sliding thrusting device 5, so that the truss sliding thrusting device 5 is forced to stop jacking, serious accidents caused by continuous expansion of tendency can be prevented, and an operator performs correction measures after stopping operation.
Automatic overturn prevention during overturn: the locking device 7 is fixed in position after being clamped, and is equivalent to a fixed point, and the first truss 1, the truss rib plate 2 and the second truss 3 to be overturned are firmly tensioned and fixed through the first overturn-preventing steel cable 9 and the second overturn-preventing steel cable 10, so that further overturning is prevented. Thereby playing the role of protecting the truss from overturning. And the locking device 7 is locked and fastened more tightly due to the tensioning action of the steel cable.
Wherein, the end and both sides of the locking device shell 17 are provided with rollers which play a role in guiding and supporting the locking device 7 on the slide rail 8, and the cross section of the locking device 7 is not shown. The top and the side wall of the locking device shell 17 are provided with a first bolt hole penetrating through the inside and the outside of the locking device shell 17, the first bolt hole is matched with the locking bolt 16 and the reset bolt 18, two ends of the bottom of the locking device shell 17 are provided with a second bolt hole, and the second bolt hole is matched with the limiting plate fastening bolt 14.
When the operation is not suitable, such as power failure, rain, snow, etc., during the sliding operation, the sliding operation needs to be stopped manually, but the operation is fixed only by the stability of the truss, so that the safety is not high. For this purpose, the truss can be tensioned by manually operating the locking and locking device 7 so as to play a role of an auxiliary stabilizing system. Manual locking can be through screwing up locking bolt 16 with wedge 15 to 8 directions of slide rail top advances, slide rail 8, locking bolt 16, wedge 15, locking device casing 17 become a fastening an organic whole when wedge 15 and slide rail 8 closely push up tightly, have played the effect of fixing locking device 7 to on the slide rail 8, have realized interim manual fastening effect.
When the fault is eliminated and the sliding is required to be continued, the reset bolt 18 pushes the wedge block 15 downwards to reset, and then the reset bolt 18 returns to the original position. And simultaneously, the wedge block limiting plate 13 and the limiting plate fastening bolt 14 are loosened so that the reset bolt 18 can move downwards relative to the slide rail 8, and after the operation is finished, the sliding operation is continued after the components are reset.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (8)
1. The utility model provides a measure equipment that topples is prevented in construction of sliding of large-span arch steel structure truss which characterized in that: the anti-overturning mechanism for the sliding construction comprises a truss sliding mechanism and an anti-overturning mechanism for the sliding construction, wherein the truss sliding mechanism comprises a first truss, a truss rib plate, a second truss, a truss sliding device, a truss sliding pushing device and a slide rail;
the first truss, the truss rib plate and the second truss are mounted on a truss sliding device, the second truss is fixedly connected with the first truss through the truss rib plate, the first truss, the truss rib plate and the second truss form an integral body and slide on the truss sliding device, the truss sliding pushing device is arranged on the reverse side of the truss sliding device in the sliding direction, one end of the truss sliding pushing device is fixed with the second truss, and the other end of the truss sliding pushing device is fixed with the slide rail;
the two sliding rails are provided with four locking devices, the four locking devices are respectively positioned at two ends of a first truss and a second truss, the top of each truss is provided with an anti-overturning steel cable fixing device, the top ends of a first anti-overturning steel cable and a second anti-overturning steel cable are fixed on the trusses through the anti-overturning steel cable fixing devices, and the locking devices are fixed with the bottom end of the second truss through the locking devices in a limiting-type steel manner;
the locking device comprises a wedge block limiting plate, a limiting plate fastening bolt, a wedge block, a locking bolt, a locking device shell, a reset bolt and a steel wire hanging ring, the locking device shell is designed as an inverted concave-shaped mechanism, wedge-shaped blocks are arranged on two sides of an inner cavity of the locking device shell, the top end of the slide rail is positioned between the wedge blocks at the two sides, the two ends of the bottom of the locking device shell are fixedly provided with wedge block limiting plates through limiting plate fastening bolts, one end of the wedge block limiting plate is positioned below the wedge block, a locking bolt is arranged on the side wall of the locking device shell, the top of the locking device shell is provided with a reset bolt, the inner end of the locking bolt extends to one side of the wedge-shaped block, the bottom of the reset bolt extends to one side of the wedge-shaped block, and a steel wire hanging ring connected with the overturn-preventing steel cable is further arranged at the top of the locking device shell.
2. The equipment for the anti-overturning measure in the sliding construction of the large-span arched steel structure truss according to claim 1, is characterized in that: the pushing device for sliding the trusses consists of a hydraulic cylinder, and the trusses are pushed to slide by the thrust of the hydraulic cylinder.
3. The equipment for the anti-overturning measure in the sliding construction of the large-span arched steel structure truss according to claim 1, is characterized in that: and the first overturn preventing steel cable and the second overturn preventing steel cable are respectively provided with four steel cables.
4. The equipment for the anti-overturning measure in the sliding construction of the large-span arched steel structure truss according to claim 1, is characterized in that: and the locking device limiting section steel and the locking device as well as the locking device limiting section steel and the second truss are fixedly connected through bolts.
5. The equipment for the anti-overturning measure in the sliding construction of the large-span arched steel structure truss according to claim 4, is characterized in that: the locking device shell is flexibly connected with the locking device limiting section steel through a bolt, and the locking device limiting section steel is flexibly connected with the second truss through a bolt.
6. The equipment for the anti-overturning measure in the sliding construction of the large-span arched steel structure truss according to claim 1, is characterized in that: the wedge-shaped block is made of solid metal and has a structure with a small upper part and a wide lower part.
7. The equipment for the anti-overturning measure in the sliding construction of the large-span arched steel structure truss according to claim 1, is characterized in that: the slide rail is I-shaped, and a wedge surface II attached to the wedge surface I of the wedge block is arranged on the upper portion of the side wall of the slide rail.
8. The equipment for the anti-overturning measure in the sliding construction of the large-span arched steel structure truss according to claim 1, is characterized in that: the gyro wheel is installed to the tip and both sides of locking device casing, the top and the lateral wall of locking device casing are opened and are had the bolt hole one that runs through the locking device casing inside and outside, bolt hole one and locking bolt and reset bolt looks adaptation, open at the bottom both ends of locking device casing has bolt hole two, bolt hole two and limiting plate fastening bolt looks adaptation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020441457.7U CN212104544U (en) | 2020-03-31 | 2020-03-31 | Anti-overturning measure equipment for sliding construction of large-span arched steel structure truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020441457.7U CN212104544U (en) | 2020-03-31 | 2020-03-31 | Anti-overturning measure equipment for sliding construction of large-span arched steel structure truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212104544U true CN212104544U (en) | 2020-12-08 |
Family
ID=73637106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020441457.7U Active CN212104544U (en) | 2020-03-31 | 2020-03-31 | Anti-overturning measure equipment for sliding construction of large-span arched steel structure truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212104544U (en) |
-
2020
- 2020-03-31 CN CN202020441457.7U patent/CN212104544U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209412683U (en) | A kind of supporting system for aqueduct | |
| CN109750600B (en) | Construction method of asymmetric cable crane | |
| CN111287323A (en) | Anti-overturning measure equipment for sliding construction of large-span arched steel structure truss | |
| CN105003090A (en) | Temporary support frame for mounting assembly type steel structure | |
| CN213205004U (en) | Guide rail type walking material receiving platform for building | |
| CN212104544U (en) | Anti-overturning measure equipment for sliding construction of large-span arched steel structure truss | |
| CN112854008A (en) | Prefabricated bridge pier and beam integrated bridge girder erection machine and construction method thereof | |
| CN109881585A (en) | A kind of assembly flow shop platform for high pier construction | |
| CN203947769U (en) | Cooling tower bottom ring beam concrete cast-in-situ steel truss form bracing system | |
| CN110939069B (en) | Construction method of suspension bridge catwalk | |
| CN211081218U (en) | Combined type cement telegraph pole | |
| CN212296389U (en) | Scattered cable saddle portal mounting system in large-inclination-angle tunnel anchor | |
| CN203065046U (en) | Self-stabilizing double-rocker-arm lifting device for installation of high-rise tower | |
| CN208763528U (en) | Multifunction structure composite material pole tower | |
| CN208981155U (en) | A kind of pin-connected panel support frame of round pier capping beam | |
| PL80876B1 (en) | ||
| CN211285609U (en) | Self-climbing toe board grouting platform with limiting and locking device | |
| CN206233119U (en) | The cradle structure of antidumping | |
| CN215717076U (en) | Overhanging type pedestrian crossing scaffold and unloading structure | |
| CN103072903A (en) | Method for mounting high-rise pylon by using self-stable double-rocker elevating device | |
| CN212954042U (en) | Lattice formula cable saddle hoist and mount portal | |
| CN214939311U (en) | Prefabricated bridge pier and beam integrated bridge girder erection machine | |
| CN210438300U (en) | Frame type manual hole digging pile orifice lifting frame | |
| CN217419647U (en) | Prestress applying structure and foundation pit beam string steel pull rod prestress applying node | |
| CN217897902U (en) | Supporting bracket for mine roadway |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |