CN104612057A - Assembled rack and using method - Google Patents
Assembled rack and using method Download PDFInfo
- Publication number
- CN104612057A CN104612057A CN201410764340.1A CN201410764340A CN104612057A CN 104612057 A CN104612057 A CN 104612057A CN 201410764340 A CN201410764340 A CN 201410764340A CN 104612057 A CN104612057 A CN 104612057A
- Authority
- CN
- China
- Prior art keywords
- side rail
- stand
- outer side
- pier
- support
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 8
- 238000009432 framing Methods 0.000 claims description 27
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 238000009415 formwork Methods 0.000 claims description 11
- 239000003351 stiffener Substances 0.000 claims description 7
- 230000001681 protective effect Effects 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 239000013535 sea water Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 240000002921 Armeria maritima Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention belongs to the field of bridge construction, and discloses an assembled rack which comprises a plurality of brackets connected with each other through bolts, wherein the bottom end of each bracket is connected with a base; each bracket comprises an inner side guardrail and an outer side guardrail, and the inner side guardrail is positioned at the inner side of the outer side guardrail; the inner side guardrail and the outer side guardrail are respectively provided with a plurality of vertical main frameworks and transverse main frameworks which are vertically connected, and a plurality of vertical rods for connecting the upper layer transverse main framework and the lower layer transverse main framework are arranged between the adjacent vertical main frameworks to form an upper channel and a lower channel; a plurality of cross rods used for connecting adjacent vertical rods or vertical main frameworks are arranged between the adjacent transverse main frameworks; and a plurality of cross rods are vertically connected between the inner side guardrail and the outer side guardrail, and all the cross rods are arranged in a layered manner. The invention has simple structure, convenient disassembly and assembly, safety, reliability and low manufacturing cost; through the equipment of different supports, can assemble into the rack of different shapes, can adapt to the pier shaft of different profile shapes, rack application scope is wide.
Description
Technical field
The present invention relates to technical field of bridge construction, particularly assembling stand and using method.
Background technology
Owing to being in marine this special environment, when pier stud is constructed, as the complementary facility of necessity---setting up and reinforcing of " steel pipe scaffold " is comparatively difficult, and directly have influence on subsequent processing: the carrying out of reinforcing bar binding, efficiency of construction is lower.The actual conditions of pier shaft of constructing under being combined in marine environment are analyzed, its main cause has following 2 points: first, by the impact of tiding, the thin-wall steel tube being positioned at " tidal range " scope is under sea water immersion and the higher sea wind of humidity corrode two kinds of environment continually, and thus very easily corrosion can not be stayed in the seawater for a long time.Secondly, after at sea cushion cap sets up " steel pipe scaffold ", gather safety net or other maintenance preventions hang, outer surface is long-pending comparatively large, and goes for a drive in four sides, and cable rope does not have reliable fixed point, and thus potential safety hazard is very big.
Summary of the invention
(1) technical problem that will solve
The technical problem to be solved in the present invention is: in order to solve employing, to land steel pipe support efficiency of construction low, the problem that potential safety hazard is large.
(2) technical scheme
In order to solve the problems of the technologies described above, the invention provides a kind of assembling stand, comprise multiple support be inter-connected via a bolt joint, the bottom of each support is all connected with base; Each support includes interior side rail and outer side rail, and interior side rail is positioned at the inner side of outer side rail; Interior side rail and outer side rail, by many vertical main framings connected vertically and horizontal main framing, being provided with some montants for connecting the horizontal main framing of upper and lower layer, forming upper and lower passage between adjacent vertical main framing; Some cross bars for connecting adjacent montant or vertical main framing are provided with between adjacent transverse main framing; And be connected with some cross bars described interior side rail is vertical with between outer side rail; Described cross bar layering is arranged.
Wherein, described base comprises flanged plate and is welded on the stiffener above flanged plate, and support is connected with stiffener; Described base is provided with bolt hole; The diameter of bolt hole, spacing and position all match with the link bolt hole on Pier Formwork.
Wherein, the bottom of described outer side rail is provided with intilted main brace, and described main brace is straight-bar; The bottom of main brace is connected with the bottom of interior side rail and base simultaneously, and the structure that a cross section is right-angled triangle is formed on the cross bar of described main brace, bottom and the bottom of interior side rail.
Wherein, adjacent described vertical main framing is from montant, montant and montant, be connected with bridging between main brace and the different ends of main brace, and described bridging is straight-bar; Wherein one end of adjacent bridging is fixed on same point.
Wherein, the platform being positioned at the described cross bar composition of top layer is operating platform, and the part that montant and vertical main framing exceed operating platform is provided with the protective guard of some horizontal distribution, formation handling safety corridor.
Wherein, described flanged plate is strip or arcuate structure, and the shape of flanged plate and pier stud external mold are assembled profile and matched; The shape of described support is identical with the shape of companion flange plate.
The using method of above-mentioned assembling stand, comprises the following steps:
S1: after determining the profile of pier stud, becomes the stand matched with pier stud profile, is connected on the end face of cushion cap by the base of stand by multiple bracket assembled;
S2: carry out reinforcing bar binding operation in the space that stand surrounds;
S3: stand of dismantling, goes to other pier positions week and uses;
S4: install Pier Formwork outside the reinforcing bar that colligation completes, carry out concreting operation, builds first joint pier shaft;
S5: assemble stand, colligation second section pier stud reinforcing bar, successively to cocycle on most epimerite Pier Formwork.
(3) beneficial effect
Technique scheme tool has the following advantages: the present invention discloses a kind of assembling stand and using method, and its structure of stand is simple, and dismounting is convenient, safe and reliable, low cost of manufacture; By the assembling of different support, can be assembled into difform stand, can adapt to the pier shaft of differently contoured shape, stand is applied widely.
Accompanying drawing explanation
Fig. 1 is the top view of transom pier reinforcing bar operation platform described in the embodiment of the present invention one;
Fig. 2 is the top view of oval pier reinforcing bar operation platform described in the embodiment of the present invention two;
Fig. 3 is the lateral view of assembly flow shop stand of the present invention;
Fig. 4 is the profile of Fig. 3;
Fig. 5 is the job step figure of assembling stand of the present invention.
Wherein, 1, support; 11, interior side rail; 12, outer side rail; 13, cross bar; 14, bridging; 15, main brace; 16, protective guard; 2, base.
Detailed description of the invention
Below in conjunction with drawings and Examples, the specific embodiment of the present invention is described in further detail.Following examples for illustration of the present invention, but are not used for limiting the scope of the invention.
Embodiment one:
Fig. 1 is the top view of transom pier reinforcing bar operation platform described in the embodiment of the present invention one; Fig. 3 is the lateral view of assembly flow shop stand of the present invention; Fig. 4 is the profile of Fig. 3.
The present invention discloses a kind of assembling stand for carrying out bridge construction across the sea, and comprise multiple support 1 be inter-connected via a bolt joint, the bottom of each support 1 is all connected with base 2; The shape of support 1 is identical with the shape of flange, can arrange difform support 1, to be assembled into difform stand, thus adapts to the pier stud of various shapes, improves the scope of application of stand.
Each support 1 includes interior side rail 11 and outer side rail 12, and interior side rail 11 is positioned at the inner side of outer side rail 12; Interior side rail 11, by many vertical main framings connected vertically and horizontal main framing, being provided with some montants for connecting the horizontal main framing of levels, forming lower channel between adjacent vertical main framing; Some cross bars 13 for connecting adjacent montant or vertical main framing are provided with between adjacent transverse main framing; Described outer side rail 12 is identical with the structure of interior side rail 11, vertically between interior side rail 11 with outer side rail 12 is connected with some cross bars 13; Above-mentioned all cross bars 13 layering is arranged, to form the interim corridor of differing heights, convenient working.
Described base 2 comprises flanged plate and is welded on the stiffener above flanged plate, and support 1 is connected (not shown) with stiffener; Described base 2 is provided with bolt hole, is preferably set to by bolt hole once through flanged plate and stiffener, to strengthen the bonding strength of base 2; The diameter of bolt hole, spacing and position all match with the link bolt hole on Pier Formwork.Preferably, the several bolts hole on base 2 can be set to slotted hole, to alleviate the interaction force between base 2 and pier stud, reduce internal stress.
As Fig. 4, the bottom of described outer side rail 12 is provided with intilted main brace 15, and described main brace 15 is straight-bar; The top of main brace 15 is connected with outer side rail 12, and the bottom of main brace 15 is connected with the bottom of interior side rail 11 and base 2 simultaneously, and the structure that a cross section is right-angled triangle is formed on the cross bar 13 of described main brace 15, bottom and the bottom of interior side rail 11; This arranges the width that can reduce base 2, is conducive to the weight alleviating support 1, easy assembly and disassembly.
As Fig. 3, adjacent described vertical main framing is from montant, montant and montant, be connected with bridging 14 between main brace 15 and the different ends of main brace 15, and described bridging 14 is straight-bar; Wherein one end of adjacent bridging 14 is fixed on same point, and bridging 14 connects between adjacent layers, can realize the support between layer and layer or adjacent montant, vertical main framing.The platform that the described cross bar 13 being positioned at top layer forms is operating platform, and the part that montant and vertical main framing exceed operating platform is provided with the protective guard 16 of some horizontal distribution, formation handling safety corridor, and can play protective action.
Described flanged plate is preferably strip or arcuate structure, but is not limited to these two kinds, and the shape of flanged plate and pier stud external mold are assembled profile and matched; The shape of described support 1 is identical with the shape of companion flange plate.
Provide one group of concrete data below, to understand.Interior side rail 11 is 70cm with the spacing of outer side rail 12, and interior side rail 11 is as reinforcing bar location skeleton, and outer side rail 12 is as safe fence.The height often overlapping stand is 7m, bottom step pitch 1.6m, and the step pitch that top is three layers is 1.8m.Adopt φ 22mm reinforcing bar to do montant between upper and lower layer, form lower channel.The base 2 of stand selects the flanged plate made by 12mm steel plate.Flanged plate is equipped with bolt hole, and position, hole diameter, spacing and position coincide Pier Formwork link bolt hole, are convenient to be connected with template is upper and lower.The vertical main framing of stand adopts ∠ 75*5mm angle steel, and horizontal main framing adopts ∠ 63*5mm angle steel, and the bridging 14 reinforced adopts ∠ 50*5mm angle steel.
In the present embodiment, pier stud profile is door type structure, and three limits are wherein straight flange, and remaining a limit is arc-shaped side, and namely this stand is made up of the support 1 of three strips and the support 1 of an arcuate structure, realizes assembling between support 1 by bolt.
Embodiment two:
Fig. 2 is the top view of oval pier reinforcing bar operation platform described in the embodiment of the present invention two; The present embodiment is substantially identical with the structure of embodiment one, and difference is, the stand of the present embodiment is assembled by the support 1 of two strip-shaped bracket 1 and two arcuate structures so that with the mating shapes of pier stud.
By being assembled by difform support 1, can be assembled into different stands, to match with difform pier stud, the stand scope of application is wider.
The present invention also disclosed the using method of above-mentioned assembling stand, Figure 5 shows that the job step figure of assembling stand, specifically comprises the following steps:
S1: after accurately locating pier stud profile, multiple support 1 is assembled into the stand matched with pier stud profile, then stand is placed on cushion cap, the base 2 of stand is connected on the end face of cushion cap;
S2: carry out reinforcing bar binding operation in the space that stand surrounds;
S3: stand of dismantling, goes to other pier positions week and uses;
S4: install Pier Formwork outside the reinforcing bar that colligation completes, carry out concreting operation, builds first joint pier shaft;
S5: assemble stand, colligation second section pier stud reinforcing bar, successively to cocycle on most epimerite Pier Formwork.
As can be seen from the above embodiments, the present invention has following advantage:
1, horse structure is simple, and dismounting is convenient, safe and reliable, low cost of manufacture.
2, the shape of support 1 comprises multiple, and by the assembling of difformity support 1, can be assembled into difform stand, can adapt to the pier shaft of differently contoured shape, stand is applied widely.
3, when pier stud profile is identical, same stand, can simultaneously for multiple bridge pier reinforcing bar binding construction, and efficiency of construction is high.
4, compared with the floor stand 1 of routine, namely stand of the present invention withdraws after having built, short with the contact with sea water time, decreases the corrosion of seawater to stand, extends the application life of stand.
5, stand is fixed on pier shaft or Pier Formwork, and support 1 self has a fixed structure, is bolted between support 1, can realize fixing, and horse structure is stablized, and processing safety is high; Interior side rail 11 is as reinforcing bar location skeleton, and outer side rail 12 is as safe fence, and without the need to safety net, by wind impact is less.
The above is only the preferred embodiment of the present invention; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the technology of the present invention principle; can also make some improvement and replacement, these improve and replace and also should be considered as protection scope of the present invention.
Claims (7)
1. an assembling stand, is characterized in that, comprise multiple support (1) be inter-connected via a bolt joint, the bottom of each support (1) is all connected with base (2); Each support (1) includes interior side rail (11) and outer side rail (12), and interior side rail (11) is positioned at the inner side of outer side rail (12);
Interior side rail (11) and outer side rail (12) are by many vertical main framings connected vertically and horizontal main framing, being provided with some montants for connecting the horizontal main framing of upper and lower layer between adjacent vertical main framing, forming upper and lower passage; Some cross bars (13) for connecting adjacent montant or vertical main framing are provided with between adjacent transverse main framing; And be connected with some cross bars (13) described interior side rail (11) is vertical with between outer side rail (12);
Described cross bar (13) layering is arranged.
2. assembling stand as claimed in claim 1, is characterized in that, described base (2) comprises flanged plate and is welded on the stiffener above flanged plate, and support (1) is connected with stiffener; Described base (2) is provided with bolt hole; The diameter of bolt hole, spacing and position all match with the link bolt hole on Pier Formwork.
3. assembling stand as claimed in claim 1, it is characterized in that, the bottom of described outer side rail (12) is provided with intilted main brace (15), and described main brace (15) is straight-bar; The bottom of main brace (15) is connected with the bottom of interior side rail (11) and base (2) simultaneously, and the structure that a cross section is right-angled triangle is formed on the cross bar (13) of described main brace (15), bottom and the bottom of interior side rail (11).
4. assembling stand as claimed in claim 1, it is characterized in that, adjacent described vertical main framing is from montant, montant and montant, be connected with bridging (14) between main brace (15) and the different ends of main brace (15), and described bridging (14) is straight-bar; Wherein one end of adjacent bridging (14) is fixed on same point.
5. assembling stand as claimed in claim 1, it is characterized in that, the platform that the described cross bar (13) being positioned at top layer forms is operating platform, the part that montant and vertical main framing exceed operating platform is provided with the protective guard (16) of some horizontal distribution, forms handling safety corridor.
6. assembling stand as claimed in claim 1, it is characterized in that, described flanged plate is strip or arcuate structure, and the shape of flanged plate and pier stud external mold are assembled profile and matched; The shape of described support (1) is identical with the shape of companion flange plate.
7. the using method of assembling stand described in any one of claim 1-6, is characterized in that, comprise the following steps:
S1: after determining the profile of pier stud, is assembled into the stand matched with pier stud profile by multiple support (1), be connected on the end face of cushion cap by the base (2) of stand;
S2: carry out reinforcing bar binding operation in the space that stand surrounds;
S3: stand of dismantling, goes to other pier positions week and uses;
S4: install Pier Formwork outside the reinforcing bar that colligation completes, carry out concreting operation, builds first joint pier shaft;
S5: assemble stand, colligation second section pier stud reinforcing bar, successively to cocycle on most epimerite Pier Formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410764340.1A CN104612057B (en) | 2014-12-12 | 2014-12-12 | Assembled rack and using method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410764340.1A CN104612057B (en) | 2014-12-12 | 2014-12-12 | Assembled rack and using method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104612057A true CN104612057A (en) | 2015-05-13 |
| CN104612057B CN104612057B (en) | 2016-05-11 |
Family
ID=53146686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410764340.1A Active CN104612057B (en) | 2014-12-12 | 2014-12-12 | Assembled rack and using method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104612057B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065572A (en) * | 2016-06-17 | 2016-11-02 | 四川公路桥梁建设集团有限公司 | Method for realizing rapid positioning and installation of main reinforcement of square pier by utilizing movable outer frame |
| CN107059641A (en) * | 2017-05-26 | 2017-08-18 | 中铁三局集团华东建设有限公司 | Goods-shelf type pier shaft external scaffolding |
| CN107178037A (en) * | 2017-05-31 | 2017-09-19 | 中交二公局第工程有限公司 | The outer frame connecting structure of trestle vase-shaped column-type pier pier shaft and its construction technology |
| CN108385526A (en) * | 2018-01-31 | 2018-08-10 | 中国建筑第六工程局有限公司 | A kind of pier stud reinforcing bar security protection integration sizing moulding bed |
| CN111576233A (en) * | 2020-05-29 | 2020-08-25 | 中铁一局集团有限公司 | Round-end-shaped single-side slope-collecting type bridge high pier reinforcement binding protection frame and application method thereof |
| CN114197325A (en) * | 2017-06-28 | 2022-03-18 | 中交路桥华南工程有限公司 | Pier shaft construction safety protection platform |
| CN114411565A (en) * | 2022-02-28 | 2022-04-29 | 中国葛洲坝集团第三工程有限公司 | A template structure for construction of bridge pier shaft structure usefulness |
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| DE102007047919B4 (en) * | 2007-12-03 | 2009-08-20 | Thyssenkrupp Bauservice Gmbh | Shoring and process for disassembly and transport |
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| CN203579610U (en) * | 2013-11-27 | 2014-05-07 | 合肥海源机械有限公司 | Speed reducer assembling rack |
| CN103792084A (en) * | 2012-11-01 | 2014-05-14 | 苏州市润凯汽车配件制造有限公司 | Comprehensive test and assembly platform for spiral spring clutch assembly |
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2014
- 2014-12-12 CN CN201410764340.1A patent/CN104612057B/en active Active
Patent Citations (6)
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| DE102007047919B4 (en) * | 2007-12-03 | 2009-08-20 | Thyssenkrupp Bauservice Gmbh | Shoring and process for disassembly and transport |
| CN201351360Y (en) * | 2008-12-12 | 2009-11-25 | 广西建工集团第五建筑工程有限责任公司 | High-rise building construction assembly unloading platform |
| US8448280B2 (en) * | 2010-03-15 | 2013-05-28 | Newton Bridge Solutions Ltd | Method of providing a parapet wall on a bridge |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065572A (en) * | 2016-06-17 | 2016-11-02 | 四川公路桥梁建设集团有限公司 | Method for realizing rapid positioning and installation of main reinforcement of square pier by utilizing movable outer frame |
| CN107059641A (en) * | 2017-05-26 | 2017-08-18 | 中铁三局集团华东建设有限公司 | Goods-shelf type pier shaft external scaffolding |
| CN107059641B (en) * | 2017-05-26 | 2023-08-18 | 中铁三局集团华东建设有限公司 | Goods shelf type pier body outer scaffold |
| CN107178037A (en) * | 2017-05-31 | 2017-09-19 | 中交二公局第工程有限公司 | The outer frame connecting structure of trestle vase-shaped column-type pier pier shaft and its construction technology |
| CN114197325A (en) * | 2017-06-28 | 2022-03-18 | 中交路桥华南工程有限公司 | Pier shaft construction safety protection platform |
| CN108385526A (en) * | 2018-01-31 | 2018-08-10 | 中国建筑第六工程局有限公司 | A kind of pier stud reinforcing bar security protection integration sizing moulding bed |
| CN111576233A (en) * | 2020-05-29 | 2020-08-25 | 中铁一局集团有限公司 | Round-end-shaped single-side slope-collecting type bridge high pier reinforcement binding protection frame and application method thereof |
| CN114411565A (en) * | 2022-02-28 | 2022-04-29 | 中国葛洲坝集团第三工程有限公司 | A template structure for construction of bridge pier shaft structure usefulness |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104612057B (en) | 2016-05-11 |
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