CN106498859A - Be applicable to the support system of assembled architecture and bridge construction - Google Patents

Be applicable to the support system of assembled architecture and bridge construction Download PDF

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Publication number
CN106498859A
CN106498859A CN201611196966.2A CN201611196966A CN106498859A CN 106498859 A CN106498859 A CN 106498859A CN 201611196966 A CN201611196966 A CN 201611196966A CN 106498859 A CN106498859 A CN 106498859A
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CN
China
Prior art keywords
vertical rod
hole
support
bar
bridge construction
Prior art date
Application number
CN201611196966.2A
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Chinese (zh)
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CN106498859B (en
Inventor
弗朗斯·布林克曼
Original Assignee
云南大力神金属构件有限公司
Priority date (The priority date 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 date listed.)
Filing date
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Priority to CN201611196966.2A priority Critical patent/CN106498859B/en
Publication of CN106498859A publication Critical patent/CN106498859A/en
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Publication of CN106498859B publication Critical patent/CN106498859B/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic

Abstract

The invention discloses a kind of support system that is applicable to assembled architecture and bridge construction, comprise vertical rod and cross bar, the cross section of described vertical rod is four recessed four convexs that concave, convex is alternate, and adjacent two sections of vertical rods are connected and fixed by connector; In described vertical rod, be arranged at intervals with node, Nodes is provided with that shape and described vertical rod adapt protruding, recessed alternate four protruding four recessed special-shaped saddle rings, between the outer wall of described vertical rod and special-shaped saddle ring, form four saddle ring connecting holes, cross bar is connected and fixed through saddle ring connecting hole and described vertical rod by termination, both sides; The two ends linkage section of described vertical rod is provided with vertical rod connecting hole, vertical rod is bottom connected with ground holder, vertical rod is topmost connected with jacking. and support system of the present invention has the advantages such as materials are few, bearing capacity large, good stability, installation method is simple, builds fast, and workman's left-hand seat time is short, can independently set up or remove, duration is short, and required staff is few, has reduced labor strength and construction cost.

Description

Be applicable to the support system of assembled architecture and bridge construction
Technical field
The present invention relates to build servicing unit, be specifically related to one and be applicable to assembled architecture and bridge construction formwork bracing system.
Background technology
Along with the continuous exploration of Economic Growth mode, turn from extensive mode of growth in the past few decades change in intensivization development mode, the division of labor of every profession and trade is also more and more thinner. be reflected in support industry, fully demonstrate the division of labor and specialization. relating to the field that uses temporary supporting, no longer that whatsoever occasion is all used the biography of steel pipe and fastener system mode, but development has formed professional temporary supporting system class. the while is along with infrastructure is day by day perfect, building is executed the total amount of work can reduce at last gradually, practitioner need to consider to develop strongly professional, be suitable for the novel product of face width.
Temporary supporting product presents type variation in the market, and all kinds of temporary supporting products all have the feature of self, also has the advantage of oneself and the limitation of use, so in support field, do not have preferably, only has optimal support system.
Support system can be considered the alloy steel material that selection intensity is higher, to obtain higher bearing capacity, or Person selects novel aluminum alloy material, obtains lighter material weight; In identical material situation, if design special shape Cross section, can obtain higher bearing capacity, and in equal bearing capacity situation, special shape cross section can be used minimum Material. at present, do not have producer to do research on tubing cross sectional shape, continue the structure of pipe always, this is that research is novel The mentality of designing that support system is comparatively novel; For node type, can independently set up and tear open by absorption dish button rack cross-bar The advantage of removing, but need to overcome the defect that dish button support pin more easily gets loose.
Summary of the invention
Technical problem to be solved by this invention is, overcomes the above defect, provides that a kind of design is unique, bearing capacity is large, good stability, the speed of building is fast, labour intensity is low, can independently set up or remove, lower-cost novel support system.
In order to solve the above technical problem, the braced system that is applicable to assembled architecture and bridge construction of the present invention System, comprises vertical rod and cross bar, and described vertical rod is shape tube, i.e. the cross section of described vertical rod is four recessed four convexs that concave, convex is alternate, Adjacent two sections of vertical rods are connected and fixed by connector; In described vertical rod, be arranged at intervals with node, described Nodes is provided with shape Protruding, recessed alternate four protruding four recessed special-shaped saddle ring, the outer wall of described vertical rod and the described special-shaped saddle rings that adapt with described vertical rod Between form four saddle ring connecting holes, described cross bar is connected and fixed through saddle ring connecting hole and described vertical rod by termination, both sides; Institute The two ends linkage section of stating vertical rod is provided with vertical rod connecting hole, and vertical rod is bottom connected with ground holder, vertical rod and jacking topmost Connect.
Further, the termination on cross bar of the present invention both sides is folding wedge minor structure, the end that is described cross bar both sides is welded with connection box, the front end of described connection box is that saddle ring is buckled, the middle part of described connection box is provided with back-to-back front chock and rear chock, the both sides of described front chock are suspended on the card article of described connection box infolding, and the top of described front chock is provided with spacer pin.
Further, hold in the palm of the present inventionly and comprise that diameter is less than the adjusting inner tube of described vertical rod diameter, described adjusting inner tube Flexible connection hole is arranged at intervals with wall, is held in the palm describedly and is connected by device for quickly disassembling with the vertical rod; The device for quickly disassembling Including being provided with externally threaded sleeve, arranging female nut and long pin, the stage casing insertion sleeve wall pair of the sleeve Claim to be provided with chute, the regulation inner tube is inserted the vertical rod, the sleeve is enclosed within connecting portion, and regulating nut to activity is even Connect at hole, described support is connected with vertical rod with hole is flexibly connected through the chute by long pin; The jacking Structure with described hold in the palm identical, the jacking and the connected mode of vertical rod with described hold in the palm identical with the connected mode of vertical rod.
Further, connector of the present invention comprises that external diameter is less than the interior pipe of described vertical rod internal diameter, described interior pipe Middle part is provided with snap ring of the external diameter more than the vertical rod external diameter, is provided with pipe connection on the upper and lower pipe wall of the snap ring The vertical rod and connector are connected with the vertical rod connecting hole in vertical rod by hole by the pipe connecting hole.
Preferably, the lower end of rear chock of the present invention is provided with banking pin.
Further, the upper and lower brace connecting hole being provided with for bracing diagonal in the rear portion of connection box of the present invention, institute It is the circular hole with gap to state brace connecting hole, and the brace is connected through brace connecting hole by the pin with bail.
Vertical rod of the present invention is shape tube, i.e., the cross section of described vertical rod is four alternate recessed four convexs of concave, convex, recessed, Convex alternate shape can allow operator more comfortable when vertical rod is held and be difficult to slip, with good interaction sense;And this Shape tube is hardly damaged by external force, overcomes conventional pipe by easily flat bad, the damaged defect of external force;What is more important, described Vertical rod is shape tube, and compared with common pipe, the section of comparable size, shape tube bearing capacity are improved.
Vertical rod of the present invention is sectional design, is lengthened by connector connection.The connector is pipe in, its External diameter is slightly less than the vertical rod internal diameter, in the middle part of interior pipe is provided with snap ring, is provided with the upper and lower pipe wall of snap ring Pipe connecting hole;When needing connection to lengthen vertical rod, interior pipe is inserted vertical rod, two neighboring vertical rod is relative to be withstood at snap ring, uses Two neighboring vertical rod is connected with the vertical rod connecting hole in vertical rod by pin by pipe connecting hole, simple for structure, it is achieved that Quick connection, flexibly and easily, and is connected firmly;The connected mode of vertical rod of the present invention connects for interior tubular type, can prevent vertical rod Partial destruction causes the problem that inner tube is difficult to insert or take out when being recessed, it is ensured that good component docking property.
Vertical rod and the connection of cross bar for convenience, the present invention is arranged at intervals with node in the vertical rod, at the node It is provided with shape four convex four convex, the recessed alternate recessed special-shaped saddle rings adaptable with the vertical rod, the vertical rod and special-shaped saddle ring Between formed four saddle ring connecting holes, facilitate vertical rod can be connected with cross bar in four direction;In order to corresponding with saddle ring connecting hole Connection, the termination on the cross bar both sides is designed as folding wedge minor structure;A connection box, the connection box are welded in end Front end be saddle ring button, when be connected with vertical rod, by saddle ring button insertion saddle ring connecting hole, be provided with the back of the body in the middle part of the connection box The front chock and rear chock of backrest, front chock buckle saddle ring, and rear chock has inserted wedge action from top to bottom, and folding wedge construction can Locking is buckled with saddle ring with chock before ensureing when rear chock is locked, it is ensured that cross bar and the firm connection of vertical rod, enhance node The reliability of locking;The joint structure advantages of simple, easy making process, with more preferable intensity and rigidity, can realize cross bar and Vertical rod quick assembling, and firm effective.In order to when preventing from dismantling, the forward and backward chock of institute comes off, it is provided with above front chock Spacer pin, the lower end of rear chock are provided with banking pin, and spacer pin can block front chock, and rear chock is then pulled in connection box by banking pin In sub, thus, can prevent the various widgets of support system from losing, spillage of material is reduced, installment work is handy.
The upper and lower brace connecting hole being provided with for bracing diagonal in rear portion of connection box of the present invention, the brace Connecting hole is the circular hole with gap, and the brace is connected through brace connecting hole by the pin with bail;Pin is passed through When crossing brace connecting hole, bail thereon is entered from gap, slightly turns an angle, and bail is just blocked, and effectively prevents pin pine De-.
Due to having used techniques described above scheme, the present invention to embody advantages below:
1st, in terms of safety, unique structure, bearing capacity be strong, good stability, safe;
2nd, detailed design is carried out from hommization in terms of practicality, deft design, spare and accessory parts are few, and installation method is simple, Workman's left-hand seat time is short;
3rd, support system high capacity of the present invention in terms of economy, material usage are reduced, and are reduced fee of material, are taken and tear speed open Hurry up, the duration shortens, service charge is significantly reduced;Vertical rod loading end of the present invention is larger, independently can support, and can be used for assembled and builds Build bench supports system or aluminum alloy mould plate is supported, it may also be used for build the early stage of support and remove in large area room(That is build in large area room In common floor height construction application, process stage is being set up, is being set up during beginning for convenience, using cross bar connecting upright pole, coagulation is being poured After the completion of building, because vertical rod independently can be supported, now can remove cross bar the more early time and be made to the use of next step operation, with Save material);The material of support system of the present invention can be recycled, and meet the strategy of sustainable development and environmentally friendly The needs of exhibition strategy etc..
Description of the drawings
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the structural representation of vertical rod of the present invention;
Fig. 3 is the cross-sectional view of vertical rod of the present invention;
Fig. 4 is the structural representation of node of the present invention;
Fig. 5 is the connection diagram of vertical rod of the present invention and cross bar;
Fig. 6 is the structural representation of the connector connecting upright pole;
Fig. 7 is the front chock, the position relationship schematic diagram of rear chock;
Fig. 8 is the structural representation of the pin;
Fig. 9 is the position relationship schematic diagram of the front chock and spacer pin;
Figure 10 is the structural representation of Quick Connect Kit of the present invention and ground support(One);
Figure 11 is the structural representation of Quick Connect Kit of the present invention and ground support(Two).
Specific embodiment
With reference to the accompanying drawings and examples the present invention is described in further detail
Of the present invention suitable for assembled architecture and the support system of bridge construction, including vertical rod 1 and cross bar 2, the vertical rod 1 For shape tube, i.e., the cross section of described vertical rod 1 is four alternate recessed four convexs of concave, convex, and adjacent two sections of vertical rods 1 are by connector 3 It is connected;Node 4 is arranged at intervals with the vertical rod 1, is provided with what shape and the vertical rod 1 were adapted at the node 4 Convex, recessed four convex four alternate recessed special-shaped saddle rings 5, form four saddle rings between the outer wall of the vertical rod 1 and the special-shaped saddle ring 5 Connecting hole 6, the cross bar 2 are connected with the vertical rod 1 through saddle ring connecting hole 6 by both sides termination;The two ends of the vertical rod 1 Linkage section is provided with vertical rod connecting hole, and the vertical rod 1 of bottom is connected with ground support 22, and the vertical rod 1 of the top is connected with jacking 23.
Further, the termination on 2 both sides of cross bar of the present invention be folding wedge minor structure, i.e., the end on described 2 both sides of cross bar Connection box 7 is welded with, the front end of the connection box 7 buckles 8 for saddle ring, and the middle part of the connection box 7 is provided with back-to-back Front chock 9 and rear chock 10, the both sides of the front chock 9 are suspended on the card article 21 of connection 7 infolding of box, described before The top of chock 9 is provided with spacer pin 11.
Further, 22 are ask to include regulation inner tube of the diameter less than the vertical rod diameter of the present inventionly, in the regulation Flexible connection hole 24 is arranged at intervals with tube wall, asks 22 to be connected by device for quickly disassembling 25 with the vertical rod 1 describedly;Described Device for quickly disassembling 25 includes being provided with externally threaded sleeve 26, arranges female nut 27 and long pin 28, the sleeve 26 Stage casing insertion sleeve wall be symmetrically arranged with chute 29, the regulation inner tube is inserted the vertical rod 1,26 company of being enclosed within of the sleeve Be tod through the chute 29 with hole 24 is flexibly connected to being flexibly connected at hole 24 by long pin 28 in socket part position, regulating nut 27 Hold in the palm describedly and be connected with vertical rod;The structure of the jacking 23 holds in the palm 22 identical, the companies of the jacking 23 and vertical rod with described Connect mode with described hold in the palm identical with the connected mode of vertical rod.
Further, connector of the present invention 3 includes interior pipe 18 of the external diameter less than 1 internal diameter of the vertical rod, the inner circle The middle part of pipe 18 is provided with snap ring 19 of the external diameter more than 1 external diameter of the vertical rod, arranges on the upper and lower pipe wall of the snap ring 19 There is pipe connecting hole 20, the vertical rod 1 is connected with connector 3 with the vertical rod connecting hole in vertical rod by the pipe connecting hole 20 Connect fixation.
Preferably, the lower end of rear chock 10 of the present invention is provided with banking pin 12.
Further, the upper and lower brace connecting hole being provided with for bracing diagonal 13 in the rear portion of connection box 7 of the present invention 14, the brace connecting hole 14 is the circular hole with gap 15, and the brace 13 is by the pin 17 with bail 16 through brace Connecting hole 14 is connected.
Embodiment one:Vertical rod of the present invention 1, cross bar 2 and brace 13 adopt Q345B Steel materials, in the cross bar 2 Two ends are welded to connect box 7, and associated components complete in factory, take in-site installation to.Before starting to set up, exist as needed The accurate location of vertical rod 1 being drawn on ground, and being held in the palm with placing in correspondence position, the present embodiment institute land used support is that the industry is conventional Commonly hold in the palm, the height of ground support can carry out certain amplitude regulation by screw mandrel, hold in the palm screw mandrel height with regulating as needed, on ground Support is placed above vertical rod 1, tips the saddle ring button 8 at 2 two ends of cross bar in saddle ring connecting hole 6, with forward and backward chock wedging, then installs Brace 13, will brace 13 be positioned in the angle steel joint between upper and lower two cross bars 2, the insertion of pin 17 brace connecting hole 14, pin The bail 16 for nailing on is entered from gap 15, rotates pin 17, and brace 13 is mounted, and forms a stable structural system. Continue next layer of vertical rod 1 is installed with vertical rod connector 3 as needed, then the support for upper strata being completed by correlation step is set up, including Vertical rod 1, cross bar 2 and brace 3;Jacking is installed at top finally(Jacking used by the present embodiment is also the conventional common top of industry Support), and the design bearing height for being adjusted to need, the whole of completion system set up.
Embodiment two:The present embodiment is directed in some special occasions, such as builds the ground out-of-flatness of support system, or oblique Build on slope, or the top of support system is inclined-plane, now, ground support and the highly desirable of jacking adjust in a big way, this In the case of, needs can be just met using the ground support connected with device for quickly disassembling of the present invention and jacking, and very convenient.Specifically For:Draw the accurate location of vertical rod 1 as needed on the ground, and 22 are held in the palm with placing in correspondence position, by the regulation of ground support Pipe inserts vertical rod 1, and highly mobile sleeve 26 as needed is to connecting portion, the flexible connection of regulating nut 27 to connecting portion At hole 24, long pin 28 is inserted the chute 29 and is flexibly connected hole by 24 described support is connected with vertical rod;This The invention regulation inner tube intensity is higher, is provided with flexible connection hole on tube wall, and height and connecting portion can easily be accommodated, it is adaptable to Different height, and dismantle simple quick.After vertical rod length reaches requirement, the connected mode of the top and jacking and ground support phase With;The present embodiment can according to circumstances remove cross bar and brace, and other of support system build same embodiment one.
Each component of the present invention is increased the service life using the process of galvanizing artistic face;All parts are in factory In be fabricated to standard component, be transported to job site combination and install, quick, facilitate.
These are only part embodiment of the present invention, as long as used the above structure, all should belong to Protection domain. of the present invention

Claims (6)

1. a kind of suitable for assembled architecture and the support system of bridge construction, including vertical rod(1)And cross bar(2), its feature exists In the vertical rod(1)For shape tube, i.e., described vertical rod(1)Cross section be alternate four recessed four convexs of concave, convex, adjacent two sections Vertical rod(1)By connector(3)It is connected;The vertical rod(1)On be arranged at intervals with node(4), the node(4)Place is arranged There is shape with the vertical rod(1)Adaptable four convex four convex, recessed alternate recessed special-shaped saddle rings(5), the vertical rod(1)Outer wall With the special-shaped saddle ring(5)Between formed four saddle ring connecting holes(6), the cross bar(2)Connected through saddle ring by both sides termination Hole(6)With the vertical rod(1)It is connected;The vertical rod(1)Two ends linkage section be provided with vertical rod connecting hole, bottom vertical Bar(1)With ground support(22)Connection, the vertical rod of the top(1)With jacking(23)Connection.
2. the support system of assembled architecture and bridge construction is applied to according to claim 1, it is characterised in that the horizontal stroke Bar(2)The termination on both sides be folding wedge minor structure, i.e., described cross bar(2)The end on both sides is welded with connection box(7), the company Connect box(7)Front end be saddle ring button(8), the connection box(7)Middle part be provided with back-to-back front chock(9)With rear wedge Son(10), the front chock(9)Both sides be suspended on the connection box(7)The card article of infolding(21)On, the front chock(9) Top be provided with spacer pin(11).
3. according to claim 1 or claim 2 suitable for assembled architecture and the support system of bridge construction, it is characterised in that institute Hold in the palm with stating(22)Including diameter less than the regulation inner tube of the vertical rod diameter, activity is arranged at intervals with the regulation inner tubal wall even Connect hole(24), hold in the palm describedly(22)With the vertical rod(1)By device for quickly disassembling(25)It is connected;The device for quickly disassembling(25)Bag Include and be provided with externally threaded sleeve(26), female nut is set(27)And long pin(28), the sleeve(26)In Duan Guantong sleeve walls are symmetrically arranged with chute(29), the regulation inner tube is inserted the vertical rod(1), the sleeve(26)It is enclosed within Connecting portion, regulating nut(27)To flexible connection hole(24)Place, by long pin(28)Pass through the chute(29)With activity Connecting hole(24)Described support is connected with vertical rod;The jacking(23)Structure hold in the palm with described(22)Identical, described Jacking(23)With the connected mode of vertical rod with described hold in the palm identical with the connected mode of vertical rod.
4. according to claim 1 or claim 2 suitable for assembled architecture and the support system of bridge construction, it is characterised in that institute State connector(3)The vertical rod is less than including external diameter(1)The interior pipe of internal diameter(18), the interior pipe(18)Middle part be provided with External diameter is more than the vertical rod(1)The snap ring of external diameter(19), the snap ring(19)Upper and lower pipe wall on be provided with pipe connection Hole(20), by the pipe connecting hole(20)With the vertical rod connecting hole in vertical rod by the vertical rod(1)With connector(3)Connection Fixed.
5. the support system of assembled architecture and bridge construction is applied to according to claim 2, it is characterised in that after described Chock(10)Lower end be provided with banking pin(12).
6. the support system of assembled architecture and bridge construction is applied to according to claim 2, it is characterised in that the company Connect box(7)Rear portion upper and lower be provided with for bracing diagonal(13)Brace connecting hole(14), the brace connecting hole(14) It is with gap(15)Circular hole, the brace(13)By carrying bail(16)Pin(17)Through brace connecting hole(14)Even Connect fixation.
CN201611196966.2A 2016-12-22 2016-12-22 Support system suitable for assembled architecture and bridge construction CN106498859B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611196966.2A CN106498859B (en) 2016-12-22 2016-12-22 Support system suitable for assembled architecture and bridge construction

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Application Number Priority Date Filing Date Title
CN201611196966.2A CN106498859B (en) 2016-12-22 2016-12-22 Support system suitable for assembled architecture and bridge construction

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CN106498859B CN106498859B (en) 2018-08-24

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201581623U (en) * 2009-06-17 2010-09-15 云南大力神金属构件有限公司 Novel bowl-type steel tube scaffold
KR101177342B1 (en) * 2010-11-26 2012-08-30 한국건설기술연구원 Precast end segmet girder for continuous bridge, girder making method and bridge construction method using the same
CN104389441A (en) * 2014-12-10 2015-03-04 云南大力神金属构件有限公司 Frame support system
CN204326574U (en) * 2014-12-17 2015-05-13 中国建筑股份有限公司 A kind of support is responsible for
CN205012680U (en) * 2015-08-17 2016-02-03 中国建筑股份有限公司 Heavy aluminum alloy support system
CN105421735A (en) * 2015-11-02 2016-03-23 中国建筑股份有限公司 Aluminum alloy supporting system
CN206319259U (en) * 2016-12-22 2017-07-11 云南大力神金属构件有限公司 Suitable for the support system of assembled architecture and bridge construction

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201581623U (en) * 2009-06-17 2010-09-15 云南大力神金属构件有限公司 Novel bowl-type steel tube scaffold
KR101177342B1 (en) * 2010-11-26 2012-08-30 한국건설기술연구원 Precast end segmet girder for continuous bridge, girder making method and bridge construction method using the same
CN104389441A (en) * 2014-12-10 2015-03-04 云南大力神金属构件有限公司 Frame support system
CN204326574U (en) * 2014-12-17 2015-05-13 中国建筑股份有限公司 A kind of support is responsible for
CN205012680U (en) * 2015-08-17 2016-02-03 中国建筑股份有限公司 Heavy aluminum alloy support system
CN105421735A (en) * 2015-11-02 2016-03-23 中国建筑股份有限公司 Aluminum alloy supporting system
CN206319259U (en) * 2016-12-22 2017-07-11 云南大力神金属构件有限公司 Suitable for the support system of assembled architecture and bridge construction

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