CN102518204B - Buddha ceremonial canopy and manufacturing method thereof - Google Patents
Buddha ceremonial canopy and manufacturing method thereof Download PDFInfo
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- CN102518204B CN102518204B CN201110427229.XA CN201110427229A CN102518204B CN 102518204 B CN102518204 B CN 102518204B CN 201110427229 A CN201110427229 A CN 201110427229A CN 102518204 B CN102518204 B CN 102518204B
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Abstract
The invention discloses a Buddha ceremonial canopy and a manufacturing method thereof. The Buddha ceremonial canopy comprises two column legs and a steel structural triple-bent arch frame. The steel structural triple-bent arch frame successively comprises a front main arch frame, a middle arch frame and a rear main arch frame from front to back, both the front main arch frame and the rear main arch frame are double-bent arch frames, the middle arch frame comprises five vertical double-bent secondary arch frames, three-dimensional diagonal web members are connected between each two adjacent arch frames, and two ends of each arch frame are respectively connected with the two column legs. The manufacturing method of the Buddha ceremonial canopy includes scientifically distributing resources, performing segment processing on members manufacturedby factories, reasonably arranging feeding of components, successively assembling the components in different areas in a field, adopting a mounting scheme of matching of crane tower blocks and high-altitude embedding scattering hanging, and adopting advanced construction technology, technological measures and an improved safety quality management system. The method can effectively resolve problems relevant to construction progress, quality, safety and the like, accurate positioning can be realized, risks during field assembly are reduced, and construction period can be shortened.
Description
Technical field
The present invention relates to a kind of steel work and preparation method thereof, is a kind of giant Buddha Bao Gai and preparation method thereof specifically.
Background technology
Fast Forest Temple giant Buddha is seated on the hilltop of an absolute altitude 222.9m above sea level in hot spring town, Xingzi County, Jiujiang City of Jiangxi Province, east woods giant Buddha engineering is built with pure religion theory, whole engineering is divided into giant Buddha Chao Li district, great method is repaiied school district, charitable An Yang district, hermit culture area, build up a collection faith, great method, education, practice Buddhism or Taoism, charitable, peace is supported, Buddhism exchanges the eastern woods pure land culture garden being integrated, a collection faith, great method, practice Buddhism or Taoism, education, peace is supported, charitable, Buddhism exchanges the multi-functional Buddhism place being integrated, the construction of east woods giant Buddha engineering is by the home that provides a spirit to return for the mankind, it is a graces reached down to many generations raw engineering of profit of interests eternal lasting.Giant Buddha clear height is 48m, and Buddhist top mark height is+59.55m, bottom is seated in absolute altitude and is+the lotus flower throne of 11.55m on.Giant Buddha engineering is positioned at the Yu Mai position on mountain range, Mount Lushan, and giant Buddha and Fo Tai thereof and Bao Gai are seated on the base and platform of high 6.5m, and platform itself is seated in again on the hilltop of a height above sea level 222.9m.
If adopt traditional assembling process loaded down with trivial details, and giant Buddha is located on mountain, construction plant is very narrow and small, when assembled at the scene, setting accuracy is difficult to ensure, welding job amount is large, certainty of measurement requirement is high, difficulty of construction is large, if so can not meet the requirement of construction period far away according to traditional assembling process, make the aspects such as construction speed, quality, safety can not get ensureing.
Summary of the invention
Goal of the invention: in order to overcome the deficiencies in the prior art, the object of the present invention is to provide a kind of rational in infrastructure, safe giant Buddha Bao Gai.
Another object of the present invention is to provide a kind of easy for installation, registration, can shorten the preparation method of the giant Buddha Bao Gai of installation period.
Technical scheme: for realizing above-mentioned technical problem, the technical solution used in the present invention is: a kind of giant Buddha Bao Gai, comprise arched of two suspension columns and steel work three, arched of described steel work three comprises front main arch, middle arch rack and rear main arch from front to back successively, described front main arch and rear main arch are hyperbolic bow member, described middle arch rack comprises the vertical hyperbolic of 5 Pin time bow member, between adjacent two bow members, three-dimensional diagonal web member is installed, and the two ends of each bow member are connected with two suspension columns respectively.
Described front main arch is triangle hyperbolic bow member.Described rear main arch is triangle hyperbolic bow member.
Described time bow member comprises interior limb and exopodite, between interior limb and exopodite, is provided with waling stripe, hound every 2M, and the bottom spacing between adjacent twice bow member is less than top spacing and forms horizontal arch.
In order to solve above-mentioned another object, the technical solution adopted in the present invention is: the preparation method of above-mentioned giant Buddha Bao Gai, the method comprises the steps:
1) divide lifting segmentation:
11) be divided into 20 large segmentations along three arched short transverses of precious lid steel work, large segmentation one is symmetrical arranged with large segmentation 11, and large segmentation two is symmetrical arranged with large segmentation 12, and the rest may be inferred, until large segmentation nine is symmetrical arranged with large segmentation 11; Large segmentation ten is connected with segmentation 20 greatly and forms triangle taper;
12) after dividing along three arched short transverses of precious lid steel work, each large segmentation is divided into each subsection again along bow member side direction respectively, pass through accurate Calculation, forward and backward main arch in each large segmentation is divided into a subsection with an adjacent Pin bow member respectively, three Pin the bow members at middle part are divided into another subsection, the rod member of each subsection junction is made as high-altitude embedding and mends, in bulk by scene; After dividing, bow member side direction has 60 subsections;
2) division of pre-assembled subregion: whole three-dimensional steel work is divided into five pre-assembled regions;
3) lifting segmentation and pre-assembled subregion carry out the division of factory process segmentation after determining, then by according to step 12) in each subsection of dividing carry out independent processing and fabricating by joint form, interconnective each bow member node is made, each Pin bow member divides intersegmental connecting rod directly to mend section as the embedding of on-site consolidation simultaneously;
4) main arch segmental machining:
41) create put together to pack moulding bed: mark on the ground center line, the appearance profile line of chord member and bracket according to the actual projection size of main arch subsection, then according to the absolute altitude of relevant position, moulding bed template is set, maintenance level after template-setup;
42) location of chord member and web member: the qualified chord member of processing is hung on respectively to assembling jig frame and position, surely line of face,mounting over the ground when location, the size of control port simultaneously, then web member between chord member is installed successively, when installation, note the sequencing between intersection otch and each web member, in adopting when welding point, the principle of symmetrical welding carries out welding;
43) welding equipment of bracket: after main arch segment body welding equipment is qualified, reorientate, carry out the welding equipment of bracket;
5) inferior bow member segmental machining:
51) create put together to pack moulding bed: mark on the ground center line, the appearance profile line of chord member and bracket according to the actual projection size of inferior bow member segmentation, then according to the absolute altitude of relevant position, moulding bed template is set, maintenance level after template-setup;
52) location of chord member and web member: the qualified chord member of processing is hung on respectively to assembling jig frame and position, surely line of face,mounting over the ground when location, the size of control port simultaneously, then web member between chord member is installed successively, when installation, note the sequencing between intersection otch and each web member, in adopting when welding point, the principle of symmetrical welding carries out welding;
53) welding equipment of bracket: after inferior bow member segment body welding equipment is qualified, reorientate, carry out the welding equipment of bracket;
6) scene is assembled in advance:
61) making of assembled moulding bed: carry out the line of ground line style and the setting of template, the levelness of moulding bed template must be strict controlled in 1mm;
62) each member in each segmentation being hung on to assembling jig frame positions;
63) welding of each segmentation: the each segmentation of whole section and embedding are mended and installed, carries out integral solder after qualified by inspection;
64) assembled in advance: first each large segmentation to be hung on to assembling jig frame and position, and by the making precision of pre-assembled checklist root member, repair simultaneously;
7) on-the-spot installation: treasured is built to steel work and be divided into 60 lifting subsections, four suspension centres of each subsection setup, suspension centre is arranged on bow member node; In the time of lifting location, between segmentation and temporary supporting, adopt the steel pipe support of Φ 180*10 to locate temporarily, between lifting segmentation and temporary supporting, adopt bearing pin node to connect; When installation, upwards carried out both sides by bottom simultaneously, complete the making of giant Buddha Bao Gai.
Step 43) in, steel pipe bracket adopts total powerstation accurately to locate when the location, behind location, on assembling jig frame, welds.
Step 7) in, the order of installation is: suspension column is first installed, then large segmentation one and large segmentation 11 is installed simultaneously, large segmentation two and large segmentation 12 is installed when logical again, the rest may be inferred, and large segmentation ten and large segmentation 20 are finally installed.
Step 7) in, the subsection 1～3 in each large segmentation and embedding benefit member carry out respectively successively, and concrete steps are as follows:
71) installation of the following suspension column of absolute altitude 6.55m: before installing, civil engineering is carried out to accurate measurement and positioning, adopt temporary supporting and cable wind rope to be fixed after installing, ensure the invariant position of embedded section before pouring concrete;
72) installation of large segmentation one, large segmentation 11: carry out setting up of temporary supporting before installation, then hang on successively the 1-3 subsection of each large segmentation and embedding therebetween and mend member;
73) installation of large segmentation two, large segmentation 12: the goodness of fit of mating interface between guarantee and lower segment section when installation, control the size of upper port simultaneously, until three subsections respectively in place qualified after, carry out embedding therebetween mend member and and lower segment section between the embedding installation of mending member;
74) large segmentation three is to the installation of large segmentation 20: adopt step 73) method carry out successively the installation of all the other segmentations.
Beneficial effect: compared with prior art, giant Buddha Bao Gai of the present invention meets designing requirement completely, rational in infrastructure, safe; Because giant Buddha Bao Gai is located on mountain, and precious lid steel work number of fragments is many, welding job amount large, certainty of measurement requirement is high, fabricating yard is narrow and small, difficulty of construction is large, adopts preparation method of the present invention, energy registration, risk while reducing on-site consolidation, and can the reduction of erection time.In preparation method of the present invention, by science resource allocation, the segmentation of produce in factory rod member, reasonable arrangement member march into the arena, on-the-spot subregion round is assembled, adopt tower crane piecemeal and high-altitude embedding to mend the loose mount scheme complementing one another that hangs, adopt advanced construction technology and technological measure, perfect safe mass management system, construction speed, quality, security problems can be effectively solved, thereby the progress of engineering can be guaranteed.
Brief description of the drawings
Fig. 1 is the structural representation of giant Buddha Bao Gai of the present invention;
Fig. 2 is the structural representation that in the precious lid of giant Buddha of the present invention, suspension column is connected with front main arch;
Fig. 3 is the structural representation that in the precious lid of giant Buddha of the present invention, suspension column is connected with middle arch rack;
Fig. 4 is the structural representation that in the precious lid of giant Buddha of the present invention, suspension column is connected with rear main arch;
Fig. 5 is the partial structurtes schematic diagram of time bow member;
Fig. 6 is the partial structurtes schematic diagram of front main arch;
Fig. 7 is that precious bezel ring, is divided regional area axonometric drawing to segmentation.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further described.
As shown in Figures 1 to 7, a kind of giant Buddha Bao Gai, the outside precious lid clear height 80m of giant Buddha, top absolute altitude is+86.55m, Bao Gai comprises arched of two suspension columns 1 and steel work three, arched of steel work three comprises front main arch 2 from front to back successively, middle arch rack 3 and rear main arch 4, front main arch 2 and rear main arch 4 are hyperbolic bow member, middle arch rack 3 comprises the vertical hyperbolic of 5 Pin time bow member, the about 2m of horizontal spacing is evenly arranged connecting rod, connecting rod is totally 81 Pin, between adjacent two bow members, three-dimensional diagonal web member is installed, the two ends of each bow member are connected with two suspension columns respectively, the about 1.6m of each main arch ectonexine spacing, and arrange oblique tie-rod in the inside and outside aspect of each main arch, bottom is arranged closeer, progressively sparse to top,
Front main arch 2 comprises 3 chord members 21, between chord member, be connected with diagonal web member 22 between two, wherein a chord member is to be formed by 25 Φ 650 steel pipes and 16 Φ 510 steel-pipe weldings, another root chord member is to be formed by 25 Φ 500 steel pipes and 12 Φ 351 steel-pipe weldings, three strings bar is to be formed by 30 Φ 500 steel pipes and 14 Φ 351 steel-pipe weldings, and front main arch 2 is to be combined to form as triangle hyperbolic bow member by 3 chord members and corresponding diagonal web member.
Rear main arch 4 also comprises 3 chord members, between chord member, be connected with diagonal web member between two, wherein a chord member is to be formed by 30 Φ 600 steel pipes and 16 Φ 450 steel-pipe weldings, every in other two chord members forms by 25 Φ 500 steel pipes and 14 Φ 351 steel-pipe weldings, and rear main arch 4 is to be combined to form as triangle hyperbolic bow member by 3 chord members and corresponding diagonal web member.
The vertical hyperbolic of 5 Pin time bow member is arranged on front main arch 2, between rear main arch 4 and along vertically arranged by force direction, every Pin bow member 3 is two limb bow members, comprise interior limb 31 and exopodite 32, interior limb is to be formed by 32 Φ 492 steel pipes and 12 Φ 273 steel-pipe weldings, exopodite is to be formed by 16 Φ 273 steel pipes and 12 Φ 219 steel-pipe weldings, spacing between inferior bow member is according to model requirement, from bottom to top strengthen gradually and height variation, be formed as horizontal arch, on the interior exopodite of vertical time bow member, every about 2m with waling stripe, hound 33 is connected as a single entity inferior bow member, form horizontal bow member.
The preparation method of above-mentioned giant Buddha Bao Gai, the method comprises the steps:
1) divide lifting segmentation:
11) according to the feature of treasured lid steel work, consider in conjunction with on-the-spot construction environment, lifting operating mode etc., be divided into 20 large segmentations along three arched short transverses of precious lid steel work, large segmentation one is symmetrical arranged with large segmentation 11, large segmentation two is symmetrical arranged with large segmentation 12, the rest may be inferred, until large segmentation nine is symmetrical arranged with large segmentation 11; Large segmentation ten is connected with segmentation 20 greatly and forms triangle taper;
12) after dividing along three arched short transverses of precious lid steel work, each large segmentation is divided into each subsection again along bow member side direction respectively, pass through accurate Calculation, forward and backward main arch in each large segmentation is divided into a subsection with an adjacent Pin bow member respectively, three Pin the bow members at middle part are divided into another subsection, the rod member of each subsection junction is made as high-altitude embedding and mends, in bulk by scene; After dividing, bow member side direction has 60 subsections; During due to modeling, be to carry out in the ratio of 1: 1, owing to there being correct model, it is simple that the calculating of weight just becomes, as long as then check wanting that the part of calculating is chosen volume is how many, the density (7.85 tons/cubic metre) of volume * steel has just drawn weight, and whether segmentation meets on-the-spot installation requirement according to segmentation weight while division adjusts accordingly again.
2) division of pre-assembled subregion: whole three-dimensional steel work is divided into five pre-assembled regions; Because treasured lid steel work is space three-dimensional structure, and installation accuracy requires very high, for ensure member install time all docking ports locus, whole precious lid steel work is divided into five pre-assembled regions, check the making precision of single member by pre-assembled this link, also can repair overproof member, make its required precision that meets on-site consolidation, installation, guarantee that the normal operation of on-site hoisting operation and on-the-spot installation quality reach specification, designing requirement simultaneously.
3) lifting segmentation and pre-assembled subregion carry out the division of factory process segmentation after determining, then by according to step 12) in each subsection of dividing carry out independent processing and fabricating by joint form, interconnective each bow member node is made simultaneously, each Pin bow member divides intersegmental connecting rod directly to mend section as the embedding of on-site consolidation, on-the-spot like this location and welding all can once-formings, do not need to adopt the method for substep welding equipment to make, simultaneously because factory's construction environment is better, can launch in enormous quantities, all welding equipment is qualified in advance to add each node, moulding bed and the location dimension etc. of on-site consolidation realized simplification to the full extent, the assembled cycle can shorten greatly.
4) main arch segmental machining, makes separately front bow member sectional members and the rear bow member sectional members in each subsection in factory, specific as follows:
41) create put together to pack moulding bed: mark on the ground center line, the appearance profile line of chord member and bracket according to the actual projection size of main arch subsection, then according to the absolute altitude of relevant position, moulding bed template is set, maintenance level after template-setup;
42) location of chord member and web member: the qualified chord member of processing is hung on respectively to assembling jig frame and position, surely line of face,mounting over the ground when location, the size of control port simultaneously, then web member between chord member is installed successively, when installation, note the sequencing between intersection otch and each web member, in adopting when welding point, the principle of symmetrical welding carries out welding, to reduce welding deformation; Because chord member is bended pipe, we adopt straight steel pipe cold presswork to be shaped, and can determine that whether qualified it is with the tolerance of sagitta and chord length, as sagitta deviation is less than 3mm, and the positive and negative 2mm of chord length;
43) welding equipment of bracket: after main arch sectional members main body welding equipment is qualified, reorientate, carry out the welding equipment of bracket; Steel pipe bracket adopts total powerstation accurately to locate when the location, behind location, on assembling jig frame, welds.
5) inferior bow member segmental machining, i.e. time centering member in factory makes each subsection separately, specific as follows:
51) create put together to pack moulding bed: mark on the ground center line, the appearance profile line of chord member and bracket according to the actual projection size of inferior bow member segmentation, then according to the absolute altitude of relevant position, moulding bed template is set, maintenance level after template-setup;
52) location of chord member and web member: the qualified chord member of processing is hung on respectively to assembling jig frame and position, surely line of face,mounting over the ground when location, the size of control port simultaneously, then web member between chord member is installed successively, when installation, note the sequencing between intersection otch and each web member, in adopting when welding point, the principle of symmetrical welding carries out welding;
53) welding equipment of bracket: after inferior bow member sectional members main body welding equipment is qualified, reorientate, carry out the welding equipment of bracket; Steel pipe bracket adopts total powerstation accurately to locate when the location, behind location, on assembling jig frame, welds.
6) scene is assembled in advance: according to five above-mentioned divided pre-assembled regions, adopt the preframed method of entity to carry out one by one respectively assembled, assembled front each assembled section is taken out respectively from correct model, then according to design feature selection reference plane, make as far as possible assembled section place steadily, moulding bed height is lower, location is convenient is principle, assembled rear regional all can intuitively reflect self assembled quality condition, two joint area places can not intuitively reflect, in order to reduce the entity preframed workload that circulates, each joint area place adopts the assembled method of computer simulation to test, concrete steps are as follows:
61) making of assembled moulding bed: carry out the line of ground line style and the setting of template according to assembled moulding bed artwork, the levelness of moulding bed template must be strict controlled in 1mm; Because treasured lid appearance and size is larger, and weight is heavier, therefore that pre-assembled moulding bed must carry out on heavy platform is pre-splicing, to prevent moulding bed generation sedimentation and deformation.Because pre-assembled moulding bed is the most important condition that ensures the pre-splicing accuracy of member, therefore assembled moulding bed must have certain bearing capacity, and must ensure the correctness that moulding bed arranges; Assembled moulding bed artwork takes out assembled segmentation according to model, then sets up coordinate and derives the coordinate at each control point, offers that workman is hinged with;
62) each member in each segmentation being hung on to assembling jig frame positions;
63) welding of each segmentation: the each segmentation of whole section and embedding are mended and installed, carries out integral solder after qualified by inspection; When welding, directly on assembling jig frame, be convenient to the weld seam of welding portion, reverse side is difficult to the region of welding and will after sectional turn-over, welds, during in welding process, strict implement divides, symmetrical, welding principle, and adopt less heat input, control the distortion of welding;
64) assembled in advance: first each large segmentation to be hung on to assembling jig frame and position, and by the making precision of pre-assembled checklist root member, repair simultaneously;
In on-the-spot pre-assembled operation, in order to ensure carrying out smoothly and installation accuracy of lifting, mark respectively each point of intersegmental involutory mark at segmentation interface, while location in high-altitude like this, both can position according to control point coordinate, also can verify according to involutory mark simultaneously; Strict implement self-inspection in assembled process, the tri-inspection system degree of examining mutually, specially examining, when measuring, checking and accepting, employing ground sample method and total powerstation carry out simultaneously, to guarantee assembled total quality;
On-the-spot preframed object is again to detect its precision of each member that factory processes whether to meet installation requirement, carried out integrality examination, but this only limits to the precision of self after single member processing, can detect the precision after each member interconnects when assembled in advance.This engineering entirety is divided into 20 large segmentations, and because each large segmentation weight is larger, on-the-spot lifting machine cannot lift, and therefore, again each large segmentation is divided into respectively to three subsections, amounts to 60 subsections;
Conventionally such a tube truss structure, it is not need to make node that single lifting divides intersegmental, directly web member and supervisor are welded, and single lifting segmentation is after produce in factory, transport cannot be carried out, and super wide or overlength, can only make at the scene, and the condition of field fabrication (comprising that machinery, equipment, place, personnel etc. can not compare with factory) but facility and required precision while installing for scene, so factory has carried out the making of component node;
This tube truss structure, due to poor rigidity, easily distortion in transportation, even the member that factory process is qualified, after being transported to scene, probably there is distortion and impact installation, therefore, on-the-spot pre-assembled situation could really reflect the truth of component quality, because node is all made, the on-the-spot end of each member can only being in place, connecting rod therebetween only need directly be laid up, then each lifting point intersegmental connecting rod is welded, just become the subsection of lifting, carrying out when install in high-altitude between segmentation and segmentation welded, thereby form large segmentation.
7) on-the-spot installation: treasured is built to steel work and be divided into 60 lifting subsections, adopt M50/75 tower crane to lift, four suspension centres of each subsection setup, suspension centre is arranged on bow member node; In the time of lifting location, between segmentation and temporary supporting, adopt the steel pipe support of Φ 180*10 to locate temporarily, between lifting segmentation and temporary supporting, adopt bearing pin node to connect; When installation, upwards carried out both sides by bottom simultaneously, complete the making of giant Buddha Bao Gai according to erection sequence below,
Field erected order is: suspension column is first installed, then large segmentation one and large segmentation 11 is installed simultaneously, large segmentation two and large segmentation 12 is installed when logical again, the rest may be inferred, and large segmentation ten and large segmentation 20 are finally installed;
71) installation of the following suspension column of absolute altitude 6.55m: before installing, civil engineering is carried out to accurate measurement and positioning, adopt temporary supporting and cable wind rope to be fixed after installing, ensure the invariant position of embedded section before pouring concrete;
72) installation of large segmentation one, large segmentation 11: carry out setting up of temporary supporting before installation, then hang on successively the 1-3 subsection of each large segmentation and embedding therebetween and mend member;
73) installation of large segmentation two, large segmentation 12: the goodness of fit of mating interface between guarantee and lower segment section when installation, control the size of upper port simultaneously, until three subsections respectively in place qualified after, carry out embedding therebetween mend member and and lower segment section between the embedding installation of mending member;
74) large segmentation three is to the installation of large segmentation 20: adopt step 73) method carry out successively the installation of all the other segmentations.
In installation process, each lifting component control measure in place are as follows at the scene: according to the lifting fragment size of agent structure rod member, mark the cross hairs of bearing support, the bearing support of making is in advance hung on to bracket basis, and fixed to cross hairs; Cross hairs is refuted to top end face and the side of upper support frame, strike Shang Yangchong, and visible marking in addition; Within whether being controlled at predetermined absolute altitude with total powerstation detection bearing support top mark height; The whole total powerstations that adopt in lifting location of agent structure rod member are accurately located, and carry out the conversion of coordinate by horizontal control network and the high-rise net of controlling, and in hoisting process, measurement and positioning are carried out in main couple two ends, and discovery error is revised in time.
In the present invention, all surveying works must (GB50205-2001) be carried out with " Code for engineering surveying " GB50026-93 according to " code for acceptance of construction quality of steel structures ".
Claims (8)
1. a giant Buddha Bao Gai, it is characterized in that, comprise arched of two suspension columns (1) and steel work three, arched of described steel work three comprises front main arch (2), middle arch rack (3) and rear main arch (4) from front to back successively, described front main arch (2) and rear main arch (4) are hyperbolic bow member, described middle arch rack (3) comprises the vertical hyperbolic of 5 Pin time bow member, between adjacent two bow members, three-dimensional diagonal web member is installed, and the two ends of each bow member are connected with two suspension columns (1) respectively.
2. giant Buddha Bao Gai according to claim 1, is characterized in that, described front main arch (2) is triangle hyperbolic bow member.
3. giant Buddha Bao Gai according to claim 1, is characterized in that, described rear main arch (4) is triangle hyperbolic bow member.
4. giant Buddha Bao Gai according to claim 1, it is characterized in that, described time bow member comprises interior limb and exopodite, between interior limb and exopodite, is provided with waling stripe, hound every 2M, and the bottom spacing between adjacent twice bow member is less than top spacing and forms horizontal arch.
5. the preparation method of giant Buddha Bao Gai according to claim 1, is characterized in that, the method comprises the steps:
1) divide lifting segmentation:
11) be divided into 20 large segmentations along three arched short transverses of precious lid steel work, large segmentation one is symmetrical arranged with large segmentation 11, and large segmentation two is symmetrical arranged with large segmentation 12, and the rest may be inferred, until large segmentation nine is symmetrical arranged with large segmentation 11; Large segmentation ten is connected with segmentation 20 greatly and forms triangle taper;
12) after dividing along three arched short transverses of precious lid steel work, each large segmentation is divided into each subsection again along bow member side direction respectively, forward and backward main arch in each large segmentation is divided into a subsection with an adjacent Pin bow member respectively, three Pin the bow members at middle part are divided into another subsection, the rod member of each subsection junction is made as high-altitude embedding and mends, in bulk by scene; After dividing, bow member side direction has 60 subsections;
2) division of pre-assembled subregion: whole three-dimensional steel work is divided into five pre-assembled regions;
3) lifting segmentation and pre-assembled subregion carry out the division of factory process segmentation after determining, then will carry out independent processing and fabricating by joint form according to each subsection of dividing in step 12), interconnective each bow member node is made, each Pin bow member divides intersegmental connecting rod directly to mend section as the embedding of on-site consolidation simultaneously;
4) main arch segmental machining:
41) create put together to pack moulding bed: mark on the ground center line, the appearance profile line of chord member and bracket according to the actual projection size of main arch subsection, then according to the absolute altitude of relevant position, moulding bed template is set, maintenance level after template-setup;
42) location of chord member and web member: the qualified chord member of processing is hung on respectively to assembling jig frame and position, surely line of face,mounting over the ground when location, the size of control port simultaneously, then web member between chord member is installed successively, when installation, note the sequencing between intersection otch and each web member, in adopting when welding point, the principle of symmetrical welding carries out welding;
43) welding equipment of bracket: after main arch subsection main body welding equipment is qualified, reorientate, carry out the welding equipment of bracket;
5) inferior bow member segmental machining:
51) create put together to pack moulding bed: mark on the ground center line, the appearance profile line of chord member and bracket according to the actual projection size of inferior bow member segmentation, then according to the absolute altitude of relevant position, moulding bed template is set, maintenance level after template-setup;
52) location of chord member and web member: the qualified chord member of processing is hung on respectively to assembling jig frame and position, surely line of face,mounting over the ground when location, the size of control port simultaneously, then web member between chord member is installed successively, when installation, note the sequencing between intersection otch and each web member, in adopting when welding point, the principle of symmetrical welding carries out welding;
53) welding equipment of bracket: after inferior bow member segment body welding equipment is qualified, reorientate, carry out the welding equipment of bracket;
6) scene is assembled in advance:
61) making of assembled moulding bed: carry out the line of ground line style and the setting of template, the levelness of moulding bed template must be strict controlled in 1mm;
62) each member in each subsection being hung on to assembling jig frame positions;
63) welding of each subsection: the each segmentation of whole section and embedding are mended and installed, carries out integral solder after qualified by inspection;
64) assembled in advance: first each large segmentation to be hung on to assembling jig frame and position, and by the making precision of pre-assembled checklist root member, repair simultaneously;
7) on-the-spot installation: treasured is built to steel work and be divided into 60 lifting subsections, each subsection arranges four suspension centres, and suspension centre is arranged on bow member node; In the time of lifting location, between segmentation and temporary supporting, adopt the steel pipe support of Φ 180*10 to locate temporarily, between lifting segmentation and temporary supporting, adopt bearing pin node to connect; When installation, upwards carried out both sides by bottom simultaneously, complete the making of giant Buddha Bao Gai.
6. the preparation method of giant Buddha Bao Gai according to claim 5, is characterized in that step 43) in, steel pipe bracket adopts total powerstation accurately to locate when the location, behind location, on assembling jig frame, welds.
7. the preparation method of giant Buddha Bao Gai according to claim 5, it is characterized in that, in step 7), the order of installing is: suspension column is first installed, then large segmentation one and large segmentation 11 be installed simultaneously, large segmentation two and large segmentation 12 are installed when logical again, the rest may be inferred, and large segmentation ten and large segmentation 20 are finally installed.
8. the preparation method of giant Buddha Bao Gai according to claim 7, is characterized in that, the subsection 1 ~ 3 in each large segmentation and embedding benefit member carry out respectively successively, and concrete steps are as follows:
71) installation of the following suspension column of absolute altitude 6.55m: before installing, civil engineering is carried out to accurate measurement and positioning, adopt temporary supporting and cable wind rope to be fixed after installing, ensure the invariant position of embedded section before pouring concrete;
72) installation of large segmentation one, large segmentation 11: carry out setting up of temporary supporting before installation, then hang on successively the 1-3 subsection of each large segmentation and embedding therebetween and mend member;
73) installation of large segmentation two, large segmentation 12: the goodness of fit of mating interface between guarantee and lower segment section when installation, control the size of upper port simultaneously, until three subsections respectively in place qualified after, carry out embedding therebetween mend member and and lower segment section between the embedding installation of mending member;
74) large segmentation three is to the installation of large segmentation 20: adopt step 73) method carry out successively the installation of all the other segmentations.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201110427229.XA CN102518204B (en) | 2011-12-19 | 2011-12-19 | Buddha ceremonial canopy and manufacturing method thereof |
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| CN201110427229.XA CN102518204B (en) | 2011-12-19 | 2011-12-19 | Buddha ceremonial canopy and manufacturing method thereof |
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| CN104314315B (en) * | 2014-10-11 | 2016-08-17 | 中国建筑第八工程局有限公司 | The construction method that steel arch-shelf is installed |
| CN105178607A (en) * | 2015-08-20 | 2015-12-23 | 中国建筑第八工程局有限公司 | Construction method for large radial arc-shaped frame body structure |
| CN106481083A (en) * | 2015-08-24 | 2017-03-08 | 华北冶建工程建设有限公司 | A kind of installation method of globe building steel construction |
| CN106785314A (en) * | 2016-11-17 | 2017-05-31 | 上海卫星工程研究所 | Multilayer complex truss Standard forming method |
| CN107620428B (en) * | 2017-09-29 | 2023-02-28 | 江苏沪宁钢机股份有限公司 | C-shaped support column of steel structure building and installation method thereof |
| CN108019057B (en) * | 2017-12-20 | 2020-08-14 | 江苏沪宁钢机股份有限公司 | Tower footing steel structure for transferring component load and installation method thereof |
| CN115045560A (en) * | 2022-06-23 | 2022-09-13 | 中建钢构工程有限公司 | Pre-assembly method of special-shaped high-rise steel structure |
| CN115248948B (en) * | 2022-08-16 | 2023-10-20 | 北京首钢建设集团有限公司 | Method for installing steel structure skiing large diving tower top device structure |
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| JP2001342685A (en) * | 2000-03-28 | 2001-12-14 | Hotsuma Kobo Kk | Recycling type environmental protection construction method in restriction type discrete body arch (or dome) structure |
| CN102071814A (en) * | 2010-12-16 | 2011-05-25 | 中建二局第三建筑工程有限公司 | High-rise long-span door type truss integral lifting device and construction method thereof |
| CN202380575U (en) * | 2011-12-19 | 2012-08-15 | 江苏沪宁钢机股份有限公司 | Buddha treasure cover |
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| JPH11280153A (en) * | 1998-03-31 | 1999-10-12 | Mitsubishi Heavy Ind Ltd | Arch-shaped structure and its construction method |
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| JP2001342685A (en) * | 2000-03-28 | 2001-12-14 | Hotsuma Kobo Kk | Recycling type environmental protection construction method in restriction type discrete body arch (or dome) structure |
| CN102071814A (en) * | 2010-12-16 | 2011-05-25 | 中建二局第三建筑工程有限公司 | High-rise long-span door type truss integral lifting device and construction method thereof |
| CN202380575U (en) * | 2011-12-19 | 2012-08-15 | 江苏沪宁钢机股份有限公司 | Buddha treasure cover |
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