Temporary anchoring structure for construction of No.0 block of bridge

By designing removable and connected support components and quick disassembly components, the existing temporary anchor structure cannot be disassembled and installed and constructed complex, and the rapid disassembly and efficient construction is achieved, ensuring the stability of the bottom plate.

CN222771336UActive Publication Date: 2025-04-18CHINA RAILWAY FIRST GRP SECOND ENG CO LTD +1
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Patent Information

Application Number
CN202421472165.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-26
Publication Date
2025-04-18
Estimated Expiration
2034-06-26

AI Technical Summary

Technical Problem

The existing temporary anchor structure cannot be disassembled and assembled during the construction of the low tower cable-stayed bridge block No. 0, and the construction work is complicated, resulting in low construction efficiency and unstable bottom plate.

Method used

A temporary anchor structure for construction of bridge No. 0 block is designed, using detachable and connected support components, including pipe piles, upper support, lower support and cross bars, to achieve rapid disassembly and assembly through quick disassembly assembly.

Benefits of technology

It realizes rapid disassembly and assembly, simplifies construction steps, improves construction efficiency, and ensures the stability of the bottom plate.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a temporary anchoring structure for bridge 0 # block construction, which is used for supporting a bottom plate and comprises a plurality of groups of supporting components, and each supporting component comprises a pipe pile, an upper support, a lower support and a cross rod; the multiple tubular piles of the multiple sets of supporting assemblies are arranged around piers of the extradosed cable-stayed bridge, the bottom plate falls on the upper end faces of the tubular piles, the upper support is detachably connected with the tubular piles and the bottom plate, the lower support is detachably connected with the ground and the tubular piles, the transverse rod is located between the tubular piles and the piers, and the two ends of the transverse rod are connected with the tubular piles and the piers through the quick release assemblies respectively. According to the temporary anchoring structure, the supporting assemblies which are detachably connected are arranged, so that rapid disassembly and assembly can be achieved, construction steps of the temporary anchoring structure are simplified, construction efficiency is improved, and stability of the bottom plate is guaranteed.
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Description

Technical Field

[0001] The utility model relates to the technical field of bridge construction, in particular to a temporary anchoring structure for the construction of No. 0 block of a bridge. Background Art

[0002] During the construction of Block 0 of a low-tower cable-stayed bridge, a base plate is often required to be installed under Block 0, so that workers can construct Block 0 on the piers and ensure construction safety and quality. The base plate needs to be supported and fixed by a temporary anchoring structure to prevent the base plate from shifting and ensure its stability. Most existing temporary anchoring structures are cast and welded fixed structures, which cannot be disassembled and assembled, and the construction work is complicated. Utility Model Content

[0003] The utility model provides a temporary anchoring structure for the construction of No. 0 bridge block to solve the above problem.

[0004] In order to achieve the above purpose, the technical solution of the utility model is:

[0005] A temporary anchoring structure for the construction of bridge block No. 0 is used to support a bottom plate. The temporary anchoring structure includes multiple groups of support components, and the support components include: pipe piles, upper supports, lower supports and cross bars. Multiple pipe piles of the multiple groups of support components are arranged around the piers of a low-tower cable-stayed bridge, and the bottom plate falls on the upper end faces of the pipe piles. The upper supports are detachably connected to the pipe piles and the bottom plate, and the lower supports are detachably connected to the ground and the pipe piles. The cross bar is located between the pipe piles and the piers, and the two ends of the cross bar are respectively connected to the pipe piles and the piers through quick-release components.

[0006] Furthermore, the quick-release assembly includes: a first locking block, a second locking block and a fastener, the first locking block is fixed on the cross bar, and the second locking block is fixed on the structure to be connected, or the first locking block is fixed on the structure to be connected, and the second locking block is fixed on the cross bar.

[0007] There are two first locking blocks that are arranged opposite to each other, and the second locking block can be inserted between the two first locking blocks. A positioning groove is provided on the surface of the first locking block facing the second locking block, and a positioning block is fixed on the surface of the second locking block facing the first locking block. The positioning block is inserted into the positioning groove for positioning.

[0008] The fastener locks the first locking block and the second locking block.

[0009] Furthermore, the fastener includes a fastening bolt and a fastening nut, and the fastening bolt passes through the two first locking blocks and the second locking block and is locked with the fastening nut.

[0010] Furthermore, the positioning groove is arranged perpendicular to the axis of the crossbar.

[0011] Furthermore, the first locking block and the second locking block are arranged along the vertical direction.

[0012] Furthermore, a fixing hook is provided at the lower end of the lower support, and the fixing hook is inserted into the ground; a supporting groove is opened on the outer wall of the pipe pile, and the upper end of the lower support cooperates with the supporting groove, and the upper end of the lower support is inserted into the supporting groove.

[0013] Furthermore, there are multiple fixing hooks, which are arranged side by side, and a connecting beam is fixed between two adjacent fixing hooks.

[0014] Furthermore, a first earth-breaking blade is provided at the lower portion of the fixed hook, and a second earth-breaking blade is provided at the lower portion of the connecting beam.

[0015] Beneficial effects:

[0016] A temporary anchoring structure for the construction of bridge block No. 0 disclosed in the present application can be quickly disassembled and assembled by providing a detachably connected support component, thereby simplifying the construction steps of the temporary anchoring structure, improving construction efficiency, and ensuring the stability of the base plate. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative labor.

[0018] Figure 1 This is a structural schematic diagram of a bridge block No. 0 construction structure disclosed in Example 1 of the utility model;

[0019] Figure 2 It is a schematic diagram of the arrangement of a steam generator, a hot air gun and a generator on a bottom plate of a No. 0 bridge block construction structure disclosed in the utility model;

[0020] Figure 3 This is a structural schematic diagram of a heat insulation structure of a No. 0 bridge construction structure disclosed in the utility model;

[0021] Figure 4 This is a structural schematic diagram of a bridge No. 0 block construction structure fastener disclosed by the utility model;

[0022] Figure 5 It is a structural schematic diagram of a temporary anchoring structure of a No. 0 bridge construction structure disclosed in the utility model;

[0023] Figure 6 for Figure 5 Sectional view of AA in the middle;

[0024] Figure 7 This is a structural schematic diagram of a quick-disassembly assembly of a No. 0 bridge construction structure disclosed in the utility model;

[0025] Figure 8 The utility model discloses an assembly diagram of a lower support, a fixing hook and a connecting beam of a bridge No. 0 block construction structure.

[0026] 11. Pipe pile; 12. Upper support; 13. Lower support; 131. Fixing hook; 132. Connecting beam; 14. Crossbar; 151. First locking block; 1511. Positioning groove; 152. Second locking block; 1521. Positioning block; 153. Fastener;

[0027] 21. Bottom plate; 211. Wire trough; 212. Guardrail; 22. Truss; 23. Insulation side plate; 24. Insulation roof; 251. Screw; 252. First elastic member; 253. First clamping plate; 254. First connecting rod; 255. First stop plate; 261. Casing; 262. Second elastic member; 263. Second clamping plate; 264. Second connecting rod; 265. Second stop plate; 27. Fastening rope;

[0028] 3. Steam generator; 4. Hot air cannon; 5. Generator; 6. Thermometer; 7. Bridge pier. DETAILED DESCRIPTION

[0029] In order to make the purpose, technical solution and advantages of the embodiment of the utility model clearer, the technical solution in the embodiment of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiment of the utility model. Obviously, the described embodiment is a part of the embodiment of the utility model, not all of the embodiments. Based on the embodiment of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0030] Example 1

[0031] A bridge block 0 construction structure, combined with Figure 1 , Figure 2 and Figure 3As shown, it includes: a temporary anchoring structure, an insulation structure, a steam generator 3, a hot air cannon 4 and a generator 5; the temporary anchoring structure is used to support the insulation structure; the insulation structure includes: a bottom plate 21, a truss 22, a plurality of insulation side plates 23, an insulation roof 24 and a fastener, the bottom plate 21 is sleeved on the outside of the pier 7 of the cable-stayed bridge and is arranged horizontally, the bottom plate 21 is detachably connected to the temporary anchoring structure, the truss 22 is detachably connected to the bottom plate 21, the insulation side plates 23 and the insulation roof 24 are detachably fixed to the truss 22 by fasteners, and the plurality of insulation side plates 23, the insulation roof 24 and the bottom plate 21 form a closed space to cover the upper end of the pier 7 of the cable-stayed bridge; the steam generator 3 and the hot air cannon 4 are arranged in the closed space, and the generator 5 supplies power to the steam generator 3 and the hot air cannon 4. The temporary anchoring structure supports and fixes the bottom plate 21, and the insulation side plate 23 is fixed to the truss 22 by fasteners, and the insulation roof 24 is fixed to the top of the truss 22 by fasteners. The closed space surrounded by the bottom plate 21, the insulation side plate 23 and the insulation roof 24 accommodates the construction area of ​​the No. 0 block at the upper end of the pier 7 and achieves the insulation effect. The steam generator 3 and the hot air gun 4 are powered by the generator, and the construction personnel operate the steam generator 3 and the hot air gun 4 to adjust the temperature in the closed space, and control the temperature of the construction materials at an appropriate temperature, so that the No. 0 block can be constructed even when the external ambient temperature is low, ensuring the construction progress and quality of the project.

[0032] Preferably, combined Figure 1 , Figure 3 and Figure 4As shown, the fastener includes a fixing clamp and a sleeve, and the fixing clamp and the sleeve cooperate to fix the insulation side plate 23 and the insulation roof 24 on the truss 22. The fixing clamp includes: a screw 251, a first elastic member 252 and a first clamping plate 253. The screw 251 is perpendicular to and passes through the first clamping plate 253. The first elastic member 252 is located on one side of the first clamping plate 253 along the axis direction of the screw 251. The first elastic member 252 has a tendency to hinder the first clamping plate 253 from moving along the axis direction of the screw 251. The sleeve includes: a sleeve 261, a second elastic member 262 and a second clamping plate 263. The sleeve 261 is provided with an internal thread that matches the screw 251. The sleeve 261 is perpendicular to and passes through the second clamping plate 263. The second elastic member 262 is located on one side of the second clamping plate 263 along the screw-in direction of the sleeve 261. The second elastic member 262 has a tendency to hinder the second clamping plate 263 from moving along the axis direction of the sleeve 261. Taking the fixing of the heat-insulating side panel 23 as an example, a plurality of first through holes are provided on the truss 22, and the screw rod 251 is passed through the heat-insulating side panel 23 and the first through holes in sequence and then screwed into the sleeve 261. When the screw rod 251 is screwed into a certain position, the first clamping plate 253 and the second clamping plate 263 respectively abut against the heat-insulating side panel 23 from both sides. The arrangement of the first elastic member 252 and the second elastic member 262 enables the screw rod 251 to be further screwed in, and the heat-insulating side panel 23 deforms the first elastic member 252 through the first clamping plate 253 and the second elastic member 262 through the second clamping plate 263. The elastic force generated by the first elastic member 252 and the second elastic member 262 acts on the first clamping plate 253 and the second clamping plate 263, thereby clamping the heat-insulating side panel 23.

[0033] Preferably, the first elastic member 252 is in an excellent arc shape, the screw 251 is arranged along the radial direction of the first elastic member 252, both ends of the first elastic member 252 are fixed on the first clamping plate 253, and the arc portion of the first elastic member 252 is connected to the screw 251 through a first connecting assembly. The second elastic member 262 is in an excellent arc shape, the sleeve 261 is arranged along the radial direction of the second elastic member 262, both ends of the second elastic member 262 are fixed on the second clamping plate 263, and the arc portion of the second elastic member 262 is connected to the sleeve 261 through a second connecting assembly. The excellent arc-shaped first elastic member 252 and the second elastic member 262 facilitate manual screwing of the screw 251 and the sleeve 261.

[0034] Specifically, the first elastic member 252 and the second elastic member 262 are made of spring steel, and the arc shape enables the first elastic member 252 and the second elastic member 262 to have good elasticity. The first elastic member 252 and the first clamping plate 253 can be fixed by welding, and the second elastic member 262 and the second clamping plate 263 can be fixed by welding.

[0035] Preferably, the first connecting assembly includes a first connecting rod 254 and a first limiting plate 255, one end of the first connecting rod 254 is fixed on the first limiting plate 255, and the other end passes through the middle of the arc-shaped portion of the first elastic member 252 and is fixed on the screw 251, and the first connecting rod 254 is fixedly connected to the first elastic member 252. The second connecting assembly includes a second connecting rod 264 and a second limiting plate 265, one end of the second connecting rod 264 is fixed on the second limiting plate 265, and the other end passes through the middle of the arc-shaped portion of the second elastic member 262 and is fixed on the sleeve 261, and the second connecting rod 264 is fixedly connected to the second elastic member 262. Due to the long diameter of the arc-shaped portion, a longer screw 251 and sleeve 261 are required, but in fact the extra length has no effect on the cooperation between the screw 251 and the sleeve 261, resulting in a waste of materials. In addition, the force-bearing surface of the arc-shaped portion is small, which is not conducive to direct connection with the screw 251 and the sleeve 261. The first connecting rod 254 and the second connecting rod 264 are added to play a transition role, and the first limiting plate 255 and the second limiting plate 265 are used to bear force and limit position.

[0036] Specifically, the first connecting rod 254 is coaxially arranged with the screw rod 251, and the first connecting rod 254 is perpendicular to the first limiting plate 255, so that the first elastic member 252 can be more evenly contacted with the first limiting plate 255 after being stressed, thereby avoiding uneven stress on the first clamping plate 253. The first connecting rod 254 is fixed to the first limiting plate 255 and the first elastic member 252 by welding, and the first connecting rod 254 is fixed to the screw rod 251 by welding. The second connecting assembly has the same structure as the first connecting assembly, and will not be described in detail here.

[0037] Preferably, the screw 251 passes through the middle of the first clamping plate 253, and the sleeve 261 passes through the middle of the second clamping plate 263, so that the insulation side plates 23 or the insulation roof 24 located around the screw 251 can be evenly compressed to achieve reliable fixation.

[0038] Specifically, the truss 22 is fixed on the base plate 21 by first bolts and nuts, and the heat preservation roof 24 and the truss 22 are also provided with fastening ropes 27, which tighten the heat preservation roof 24 on the truss 22 to prevent the heat preservation roof 24 from being blown away by strong winds.

[0039] Preferably, the bottom plate 21 is made of flame-retardant material, and specifically can be a flame-retardant color steel plate to ensure safety.

[0040] Specifically, the steam generator 3, the hot air cannon 4 and the generator 5 are fixed on the bottom plate 21 by second bolts and nuts. There are multiple steam generators 3 and hot air cannons 4, which are alternately arranged around the bridge pier 7 to ensure uniform temperature at different positions in the closed space.

[0041] Preferably, a wire groove 211 is provided on the bottom plate 21 , and the wire groove 211 is used for routing cables of the steam generator 3 , the hot air cannon 4 and the generator 5 .

[0042] Preferably, guardrails 212 are provided around the bottom plate 21 to protect the safety of construction workers. The guardrails 212 are detachably connected to the bottom plate 21 through third bolts and nuts to facilitate disassembly and assembly.

[0043] Preferably, a thermometer 6 is provided on the truss 22, and the thermometer 6 is used to monitor the temperature inside the block 0 in real time. The thermometer 6 and the truss 22 are detachably connected via a fourth bolt and nut.

[0044] Preferably, the insulation side panels 23 and the insulation roof 24 can be insulated with rock wool blankets.

[0045] Preferably, combined Figure 1 , Figure 5 and Figure 6 As shown, the temporary anchoring structure is used to support the bottom plate 21. The temporary anchoring structure includes multiple groups of support components, and the support components include: pipe piles 11, upper supports 12, lower supports 13 and cross bars 14; multiple pipe piles 11 of the multiple groups of support components are arranged around the piers 7 of the low-tower cable-stayed bridge, and the bottom plate 21 falls on the upper end surface of the pipe piles 11, the upper supports 12 are detachably connected to the pipe piles 11 and the bottom plate 21, the lower supports 13 are detachably connected to the ground and the pipe piles 11, and the cross bars 14 are located between the pipe piles 11 and the piers 7. The two ends of the cross bars 14 are respectively connected to the pipe piles 11 and the piers 7 through quick-release components. The temporary anchoring structure is provided with detachably connected support components, which can realize rapid disassembly and assembly, simplify the construction steps of the temporary anchoring structure, improve construction efficiency, and ensure the stability of the bottom plate 21.

[0046] Preferably, combined Figure 5 , Figure 6 and Figure 7As shown, the quick release assembly includes: a first locking block 151, a second locking block 152 and a fastener 153. The first locking block 151 is fixed on the cross bar 14, and the second locking block 152 is fixed on the structure to be connected, or the first locking block 151 is fixed on the structure to be connected, and the second locking block 152 is fixed on the cross bar 14. There are two first locking blocks 151 and they are arranged opposite to each other. The second locking block 152 can be inserted between the two first locking blocks 151. A positioning groove 1511 is provided on the surface of the first locking block 151 facing the second locking block 152. A positioning block 1521 is fixed on the surface of the second locking block 152 facing the first locking block 151. The positioning block 1521 is inserted into the positioning groove 1511 for positioning; the fastener 153 locks the first locking block 151 and the second locking block 152. Insert the second locking block 152 between the two first locking blocks 151, and insert the positioning block 1521 into the positioning groove 1511 to realize the positioning of the first locking block 151 and the second locking block 152, and prevent the first locking block 151 and the second locking block 152 from rotating relative to each other; then install the fastener 153 to lock the first locking block 151 and the second locking block 152.

[0047] Preferably, the fastener 153 includes a fastening bolt and a fastening nut. The fastening bolt passes through the two first locking blocks 151 and the second locking block 152 and is fastened with the fastening nut to fix the first locking block 151 and the second locking block 152.

[0048] Preferably, the positioning groove 1511 is arranged perpendicular to the axis of the cross bar 14, and the positioning groove 1511 positions the positioning block 1521, thereby limiting the relative movement of the first locking block 151 and the second locking block 152 along the axis direction of the cross bar 14, thereby limiting the movement of the cross bar 14 along its axial direction, preventing the pipe pile 11 from shifting, and ensuring the stability of the base plate 21.

[0049] Preferably, the first locking block 151 and the second locking block 152 are arranged in the vertical direction, so as to adjust the possible height error between the second locking block 152 on the pile 11 and the second locking block 152 on the pier 7 by sliding the positioning block 1521 in the positioning groove 1511.

[0050] Specifically, the first locking block 151 is fixed on the cross bar 14, and the second locking block 152 is fixed on the pipe pile 11 and the bridge pier 7. The first steel bars are pre-embedded on both end surfaces of the cross bar 14, and the first locking block 151 is welded and fixed to the ends of the first steel bars. The second steel bars are pre-embedded on the pipe pile 11 and the bridge pier 7, and the second locking block 152 is welded and fixed to the ends of the second steel bars. A second through hole is opened in the middle of the first locking block 151, and a third through hole is opened in the middle of the second locking block 152. Align the first locking blocks 151 at both ends of the crossbar 14 with the second locking blocks 152 on the pipe pile 11 and the bridge pier 7, respectively, slide the positioning blocks 1521 into the positioning grooves 1511, keep the crossbar 14 horizontal, and adjust the height of the crossbar 14 by relative sliding of the positioning blocks 1521 and the positioning grooves 1511, so that the second through hole corresponds to the third through hole, and tighten the fastening bolts through the second through hole and the third through hole in turn with the fastening nuts, fix the first locking blocks 151 and the second locking blocks 152 together, and complete the installation of the crossbar 14. When disassembling, remove the fastening bolts and fastening nuts and then slide to disassemble the crossbar 14.

[0051] Preferably, combined Figure 5 , Figure 6 and Figure 8 As shown, the lower end of the lower support 13 is provided with a fixing hook 131, which is pre-buried in the lower support 13 to achieve fixation, and the fixing hook 131 is inserted into the ground to ensure the stability of the lower support 13; the outer wall of the pipe pile 11 is provided with a support groove, and the upper end of the lower support 13 cooperates with the support groove, and the upper end of the lower support 13 is inserted into the support groove to achieve the support of the pipe pile 11 by the lower support 13. Since the installation of the lower support 13 only requires the fixing hook 131 to be inserted into the ground and the upper end to be inserted into the support groove, the installation operation is simplified, so the installation time can be saved.

[0052] Specifically, the lower support 13 is in an inclined rod shape, the bottom end of the lower support 13 is in a disc shape, and there is an angle between the center line of the lower support 13 and the bottom end of the lower support 13, so that the bottom end of the lower support 13 remains horizontal, thereby increasing the pressure-bearing area of ​​the lower support 13 and improving the support effect. The fixing hook 131 is arranged perpendicular to the bottom end of the lower support 13, so that the fixing hook 131 can be embedded in the ground.

[0053] Specifically, there are multiple lower supports 13 , and the multiple lower supports 13 are evenly arranged around the pipe pile 11 , so as to enhance the support of the lower supports 13 for the pipe pile 11 and improve the stability of the pipe pile 11 .

[0054] Preferably, there are multiple fixing hooks 131 , which are arranged side by side, and a connecting beam 132 is fixed between two adjacent fixing hooks 131 . The connecting beam 132 and the fixing hooks 131 are fixed by welding to improve the rigidity of the fixing hooks 131 .

[0055] Preferably, the lower part of the fixing hook 131 is provided with a first earth-breaking blade, the cross section of the first earth-breaking blade is an isosceles triangle, and the sharp corner of the isosceles triangle is set downward; the lower part of the connecting beam 132 is provided with a second earth-breaking blade, the cross section of the second earth-breaking blade is also an isosceles triangle, and the sharp corner of the isosceles triangle is set downward; the first earth-breaking blade and the second earth-breaking blade can facilitate earth-breaking, which is conducive to the insertion of the fixing hook 131 and the connecting beam 132 into the ground. The soil above the connecting beam 132 can prevent the connecting beam 132 from being pulled out upward, which is conducive to improving the stability of the lower support 13; when disassembling, the fixing hook 131 can be pulled out after the soil above the connecting beam 132 is cleared.

[0056] Specifically, embedded bolts are embedded in the pipe pile 11, and an end surface connection plate matching the embedded bolts is welded to the lower end of the upper support 12. The end surface connection plate is locked and fixed to the embedded bolts by locking nuts, so that the upper support 12 is fixedly installed on the pipe pile 11. The upper end of the upper support 12 is fixed to the bottom plate 21 by a fifth bolt and nut.

[0057] Example 2

[0058] This embodiment provides a construction method for a bridge block 0 construction structure, comprising the following steps:

[0059] S1 Assemble temporary anchoring structure:

[0060] S11 First, the second steel bar is embedded when the concrete is poured in the bridge pier, the second steel bar and the embedded bolts are embedded and the support groove is reserved when the pipe pile is manufactured, the first steel bar is embedded when the cross bar is manufactured, and the fixing hook is embedded when the lower support is manufactured.

[0061] S12: Secondly, the first locking block is welded to the first steel bar, and the second locking block is welded to the second steel bar.

[0062] S13 Then, the pipe piles are first erected around the bridge piers, and the upper end of the lower support is inserted into the support groove, so that the fixing hook is kept vertically arranged, and then pressure is applied to the pipe piles so that the bottom of the pipe piles and the fixing hooks of the lower support are driven into the ground, and the lower support supports the pipe piles.

[0063] S14 Then, align the positioning groove with the positioning block, adjust the height of the two ends of the cross bar to keep the cross bar horizontal, so as to adjust the height error of the second locking block on the pipe pile and the second locking block on the pier; fix the first locking block and the second locking block with fastening bolts and fastening nuts to fix the cross bar to the pipe pile and the pier respectively.

[0064] S15Finally, the locking nut and the embedded bolts are used to fix the upper support on the pipe pile.

[0065] S2 installation insulation structure:

[0066] S21 First, install the base plate on the temporary anchoring structure, that is, place the base plate on the pipe piles and fix the base plate to the upper support with the fifth bolts and nuts.

[0067] S22 Secondly, install the truss on the bottom plate, lift the truss to the bottom plate with a crane, and fix the truss to the bottom plate with the first bolts and nuts.

[0068] S23 Then, the insulation roof is installed through the fastener, and the insulation roof is lifted to the top of the truss by a crane, so that the screw of the fastener passes through the insulation roof and the truss and is screwed into the sleeve to fix the insulation roof and the truss, and the fastening rope is tied to the insulation roof and the truss.

[0069] S24 Finally, the insulation side panels are hoisted to the sides of the trusses by a crane, and the insulation side panels are installed by fasteners.

[0070] S3 has steam generators and hot air guns installed on the baseplate, and the generator is also installed on the baseplate to reduce wiring.

[0071] S4 connects the steam generator and hot air cannon to the generator through cable troughs. After installation, the construction workers start the generator and control the operation of the steam generator and hot air cannon according to the detection value of the thermometer.

[0072] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the utility model, rather than to limit it. Although the utility model has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein with equivalents. However, these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the utility model.

Claims

1. A temporary anchoring structure for bridge block 0 construction, used to support the bottom plate (21), characterized in that: The temporary anchoring structure comprises a plurality of support components, wherein the support components comprise: a pipe pile (11), an upper support (12), a lower support (13) and a cross bar (14); the plurality of pipe piles (11) of the plurality of support components are arranged around a pier (7) of a low-tower cable-stayed bridge, the bottom plate (21) falls on the upper end surface of the pipe pile (11), the upper support (12) is detachably connected to the pipe pile (11) and the bottom plate (21), the lower support (13) is detachably connected to the ground and the pipe pile (11), the cross bar (14) is located between the pipe pile (11) and the pier (7), and the two ends of the cross bar (14) are respectively connected to the pipe pile (11) and the pier (7) through quick-release components.

2. A temporary anchoring structure for bridge block 0 construction according to claim 1, characterized in that: The quick-release assembly comprises: a first locking block (151), a second locking block (152) and a fastener (153); the first locking block (151) is fixedly mounted on the crossbar (14), and the second locking block (152) is fixedly mounted on the structure to be connected; or the first locking block (151) is fixedly mounted on the structure to be connected, and the second locking block (152) is fixedly mounted on the crossbar (14); There are two first locking blocks (151) arranged opposite to each other, and the second locking block (152) can be inserted between the two first locking blocks (151). A positioning groove (1511) is provided on the surface of the first locking block (151) facing the second locking block (152), and a positioning block (1521) is fixed on the surface of the second locking block (152) facing the first locking block (151). The positioning block (1521) is inserted into the positioning groove (1511) for positioning; The fastener (153) locks the first locking block (151) and the second locking block (152).

3. A temporary anchoring structure for bridge block No. 0 construction according to claim 2, characterized in that: The fastener (153) comprises a fastening bolt and a fastening nut. The fastening bolt passes through the two first locking blocks (151) and the second locking block (152) and is then fastened by the fastening nut.

4. A temporary anchoring structure for bridge block 0 construction according to claim 3, characterized in that: The positioning groove (1511) is arranged perpendicular to the axis of the cross bar (14).

5. A temporary anchoring structure for bridge block 0 construction according to claim 4, characterized in that: The first locking block (151) and the second locking block (152) are arranged in a vertical direction.

6. A temporary anchoring structure for bridge block 0 construction according to claim 1, characterized in that: The lower end of the lower support (13) is provided with a fixing hook (131), and the fixing hook (131) is inserted into the ground; the outer wall of the pipe pile (11) is provided with a supporting groove, and the upper end of the lower support (13) is matched with the supporting groove, and the upper end of the lower support (13) is inserted into the supporting groove.

7. A temporary anchoring structure for bridge block 0 construction according to claim 6, characterized in that: There are a plurality of fixing hooks (131), and the plurality of fixing hooks (131) are arranged side by side, and a connecting beam (132) is fixedly arranged between two adjacent fixing hooks (131).

8. A temporary anchoring structure for bridge block No. 0 construction according to claim 7, characterized in that: A first earth-breaking blade is provided at the lower portion of the fixing hook (131), and a second earth-breaking blade is provided at the lower portion of the connecting beam (132).