CN110206289A - A kind of assembled architecture outrigger structure and its construction method - Google Patents
A kind of assembled architecture outrigger structure and its construction method Download PDFInfo
- Publication number
- CN110206289A CN110206289A CN201910496370.1A CN201910496370A CN110206289A CN 110206289 A CN110206289 A CN 110206289A CN 201910496370 A CN201910496370 A CN 201910496370A CN 110206289 A CN110206289 A CN 110206289A
- Authority
- CN
- China
- Prior art keywords
- arm
- outrigger
- support
- telescopic rod
- support frame
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Vehicle Cleaning, Maintenance, Repair, Refitting, And Outriggers (AREA)
Abstract
The present invention provides a kind of assembled architecture outrigger structure and its construction method, wherein outrigger structure includes outrigger arm, linking arm, wedge block, hog frame and push rod component, linking arm is respectively equipped between adjacent two outriggers arm, the both ends of linking arm are respectively equipped with wedge block, the wherein contact aside of wedge block and outrigger arm, several hog frames be separately positioned between adjacent two outriggers arm and with connect arm contact, support frame in push rod component is movably arranged on outrigger arm, support rod is hingedly on the support frame, telescopic rod is movably arranged in support rod, pedestal is hinged on telescopic rod.By linking arm by outrigger arm string side by side together and hog frame carries out the reinforcing of a deep step to linking arm, so that outrigger arm support strength with higher, realizing support rod by the support frame and telescopic rod of activity installation can arbitrarily adjust with respect to outrigger arm angle, position can be adjusted when support rod is reinforced reach in turn and do not limited by the space of position.
Description
Technical field
The present invention relates to technical field of building construction, specially a kind of assembled architecture outrigger structure and its construction method.
Background technique
A kind of strut-framed Cantilever Beams for disk buckle scaffold that Publication No. CN205476411U is provided, pass through lower coagulation
Pre-buried screw rod is fixed with down on Tulou plate, upper pre-buried screw rod, steel I-beam are fixed on by upper junction plate in one end of steel I-beam
The other end and adjustment screw top connect, the bottom end of adjustment screw pre-buried screw rod under being fixed on by lower connecting plate, as a result,
The end far from upper concrete floor of steel I-beam is carrying out bottom support by adjusting screw support by adjusting screw rod
When, the link position of adjustment screw and steel I-beam is fixed, and then the link position between adjustment screw and steel I-beam is not
Easily changed, and in some change adjustment screw angles for requiring adjustment screw to become smaller with respect to the spacing between wall and realize
The case where this Cantilever Beams cannot achieve.
Summary of the invention
The purpose of the present invention is to provide a kind of assembled architecture outrigger structure and its construction methods, to solve above-mentioned background
The problem of being proposed in technology.
To achieve the above object, the invention provides the following technical scheme:
A kind of assembled architecture outrigger structure, including outrigger arm, linking arm, wedge block, hog frame and push rod component,
In:
Several outrigger arms are placed equidistant with, wherein being respectively equipped with linking arm, the linking arm between adjacent two outriggers arm
Both ends extended through outrigger arm, the both ends of linking arm are respectively equipped with wedge block, and wherein the side of wedge block and outrigger arm connects
Touching, several hog frames be separately positioned between adjacent two outriggers arm and with connect arm contact；And
At least two push rod component are separately positioned on the bottom of outrigger arm comprising support frame, stretches support rod
Bar, pedestal, fastening bolt I and fastening bolt II, support frame as described above are movably arranged on outrigger arm, and the support rod is hinged on branch
On support, the telescopic rod is movably arranged in support rod, and the pedestal is hinged on telescopic rod.
Preferably, the hog frame is equipped with card adapter plate, and wherein the width and linking arm of card adapter plate is of same size, described
Card adapter plate on hog frame is agreed on the connecting arm.
Preferably, the bottom of the outrigger arm is equipped with guide groove, and support frame as described above is movably arranged on guide groove, wherein on support frame
Equipped with fastening bolt I and fastening bolt I and outrigger arm contact, the support rod is equipped with fastening bolt II and fastening bolt
II contacts with telescopic rod.
A kind of construction method of assembled architecture outrigger structure, wherein the following steps are included:
S1 selects the quantity of outrigger arm according to the width of built outrigger, is then inserted into linking arm on outrigger arm respectively,
The outrigger arm for being wherein located in one of end is not inserted into linking arm, and installs wedge block in the end of linking arm, and apply
External force is added to make wedge block being fitted on outrigger arm tightly；
S2 then successively docks outrigger arm；
The end of outrigger arm is then fixed together by S3 with metope；
S4 then installs hog frame on the linking arm between adjacent two outriggers arm, wherein the card adapter plate contract on hog frame
It closes on the connecting arm, is then fixed together the end of hog frame with metope；
S5 selects support frame to be mounted in the guide groove on outrigger arm, is then hinged on one end of support rod by pin shaft
On support frame, telescopic rod is then installed in support rod, and pass through the hinged pedestal of pin shaft in the end of telescopic rod, then root
According to the location of outrigger structure and the position of the distance adjustment support frame of upper and lower building, then screw on the support frame tight
Fixing bolt I makes the position restriction of support frame, then adjusts the extension elongation of telescopic rod, then screws in the end of support rod tight
Fixing bolt II makes the position restriction of telescopic rod, and pedestal is then hinged on telescopic rod and pedestal is fitted on metope,
Finally pedestal and metope are fixed together.
Preferably, linking arm fixed on outrigger arm is specifically, be successively inserted into another outrigger arm by the S2, and
It is fixed using wedge block, carries out the fixation of next outrigger arm again after fixed complete, finally consolidate all outrigger arms
It is scheduled on together.
Compared with prior art, the beneficial effects of the present invention are:
1. the present invention by linking arm by outrigger arm string side by side together and hog frame carries out a deep step to linking arm
Reinforcing so that outrigger arm support strength with higher.
2. the present invention realizes support rod with respect to outrigger arm angle by the support frame and telescopic rod of activity installation
It can arbitrarily adjust, position and then reach can be adjusted when support rod is reinforced and is not limited by the space of position.
Detailed description of the invention
Fig. 1 is the integrally-built three dimensional structure diagram of the present invention；
Fig. 2 is overall structure top view of the present invention；
Fig. 3 is the three dimensional structure diagram of push rod component in the present invention；
Fig. 4 is schematic diagram when outrigger structure provided by the invention is mounted on wall.
In figure: 1 outrigger arm, 2 linking arms, 3 wedge blocks, 4 hog frames, 5 push rod component, 11 guide grooves, 41 card adapter plates, 51 supports
Frame, 52 support rods, 53 telescopic rods, 54 pedestals, 55 fastening bolts I, tight 56 fixing bolt II.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Embodiment:
The present invention provides a kind of technical solution referring to FIG. 1 to FIG. 4:
A kind of assembled architecture outrigger structure, including outrigger arm 1, linking arm 2, wedge block 3, hog frame 4 and push rod component
5, in which:
The bottom of outrigger arm 1 is equipped with guide groove 11, and several outrigger arms 1 are placed equidistant with, wherein between adjacent two outriggers arm 1 respectively
Equipped with linking arm 2, the both ends of linking arm 2 extended through outrigger arm 1, and the both ends of linking arm 2 are respectively equipped with wedge block 3, wherein
The contact aside of wedge block 3 and outrigger arm 1, and then consolidating between adjacent outrigger arm 1 is realized by linking arm 2 and wedge block 3
Fixed connection, hog frame 4 are equipped with card adapter plate 41, wherein the width with linking arm 2 of card adapter plate 41 of same size, several hog frames
4 card adapter plates 41 for being separately positioned between adjacent two outriggers arm 1 and on hog frame 4 are agreed on linking arm 2, and then hog frame
4 realize to the further reinforcing of linking arm 2；And
At least two push rod component 5 are separately positioned on the bottom of outrigger arm 1, and usual push rod component 5 is all disposed within outermost
Outrigger arm 1 on be supported, push rod component 5 include support frame 51, support rod 52, telescopic rod 53, pedestal 54, fastening bolt I
55 and fastening bolt II 56, support frame 51 be movably arranged on guide groove 11, and then during needing to adjust support frame 51 directly
Pulling support frame 51 can no longer need to carry out punching location and installation, and then simplify assembling process, wherein set on support frame 51
There is fastening bolt I 55 and fastening bolt I 55 is contacted with outrigger arm 1, and then fastening bolt I 55 realizes the limit to support frame 51
Position, support rod 52 are hinged on support frame 51 by pin shaft, and wherein the inside of support rod 52 is hollow structure, 53 activity of telescopic rod
It being mounted in support rod 52, support rod 52 is equipped with fastening bolt II 56 and fastening bolt II 56 is contacted with telescopic rod 53, into
And fastening bolt II 56 realizes the limit to telescopic rod 53, pedestal 54 is hinged on telescopic rod 53 by pin shaft and is not installed at support
One end in bar 52, so pedestal 54 directly with wall connecting during can be realized bracing reinforcement to outrigger structure.
A kind of construction method of assembled architecture outrigger structure, wherein the following steps are included:
S1 selects the quantity of outrigger arm 1 according to the width of built outrigger, is then inserted into connection on outrigger arm 1 respectively
Arm 2, and the outrigger arm 1 for being located in one of end is not inserted into linking arm 2, and then it is mutual to can be realized outrigger arm 1
Docking, and the end of linking arm 2 install wedge block 3, and apply external force make wedge block 3 tightly be fitted in outrigger arm
On 1, linking arm 2 is fixedly mounted on outrigger arm 1 at this time；
S2 then successively docks outrigger arm 1, specifically, being successively inserted into linking arm 2 fixed on outrigger arm 1
It in another outrigger arm 1, and is fixed using wedge block 3, carries out the fixation of next outrigger arm 1 again after fixed complete,
Finally all outrigger arms 1 are fixed together, can effectively be increased by the way that all outrigger arms 1 are connected to become an entirety
Add support strength；
The end of outrigger arm 1 is then fixed together by S3 with metope；
S4 then installs hog frame 4, the wherein clamping on hog frame 4 on the linking arm 2 between adjacent two outriggers arm 1
Plate 41 agrees on linking arm 2, is then fixed together the end of hog frame 4 with metope, and then hog frame 4 can be
Linking arm 2 plays the effect of support, can effectively increase the support strength of outrigger arm 1 at this time；
S5 selects support frame 51 to be mounted in the guide groove 11 on outrigger arm 1, and wherein support frame 51 can be transported along guide groove 11
It is dynamic, one end of support rod 52 is hinged on support frame 51 by pin shaft then, telescopic rod 53 is then installed in support rod 52,
And in the end of telescopic rod 53 by the hinged pedestal 54 of pin shaft, build then according to the location of outrigger structure and up and down
The position for building the distance adjustment support frame 51 of object, then screws in the position that fastening bolt I 55 makes support frame 51 on support frame 51
Restriction is set, since 51 position of support frame is easy to adjust and then can effectively simplify assembling process, then adjusts telescopic rod 53
Extension elongation then screws in the position restriction that fastening bolt II 56 makes telescopic rod 53 in the end of support rod 52, then the bottom of by
Seat 54 is hinged on telescopic rod 53 and pedestal 54 is fitted on metope, and pedestal 54 and metope are finally fixedly connected on one
It rises, and then can effectively increase support strength by constituting triangle between support rod 52 and wall and outrigger arm 1, and
Support rod 52 can make it possible to adapt to along being parallel to 1 direction of outrigger arm and being adjusted perpendicular to the defence line of outrigger arm 1
In different construction environments.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of assembled architecture outrigger structure, including outrigger arm (1), linking arm (2), wedge block (3), hog frame (4) and top
Bar assembly (5), it is characterised in that:
Several outrigger arms (1) are placed equidistant with, wherein being respectively equipped with linking arm (2), the company between adjacent two outriggers arm (1)
The both ends for connecing arm (2) extended through outrigger arm (1), and the both ends of linking arm (2) are respectively equipped with wedge block (3), wherein wedge block
(3) with the contact aside of outrigger arm (1), several hog frames (4) be separately positioned between adjacent two outriggers arm (1) and with even
Connect arm (2) contact；And
At least two push rod component (5) are separately positioned on the bottom of outrigger arm (1) comprising support frame (51), support rod
(52), telescopic rod (53), pedestal (54), fastening bolt I (55) and fastening bolt II (56), support frame as described above (51) activity installation
On outrigger arm (1), the support rod (52) is hinged on support frame (51), and the telescopic rod (53) is movably arranged on support rod
(52) in, the pedestal (54) is hinged on telescopic rod (53).
2. a kind of assembled architecture outrigger structure according to claim 1, it is characterised in that: set on the hog frame (4)
There are card adapter plate (41), wherein the width of card adapter plate (41) and linking arm (2) is of same size, the clamping on the hog frame (4)
Plate (41) agrees on linking arm (2).
3. a kind of assembled architecture outrigger structure according to claim 1, it is characterised in that: the bottom of the outrigger arm (1)
Portion is equipped with guide groove (11), and support frame as described above (51) is movably arranged on guide groove (11), and wherein support frame (51) is equipped with fastening bolt I
(55) and fastening bolt I (55) is contacted with outrigger arm (1), and the support rod (52) is equipped with fastening bolt II (56) and tight
Fixing bolt II (56) is contacted with telescopic rod (53).
4. a kind of construction method of assembled architecture outrigger structure, which comprises the following steps:
S1 selects the quantity of outrigger arm (1) according to the width of built outrigger, is then inserted into connection on outrigger arm (1) respectively
Arm (2) wherein the outrigger arm (1) for being located in one of end is not inserted into linking arm (2), and is pacified in the end of linking arm (2)
It fills wedge block (3), and applies external force and make wedge block (3) being fitted on outrigger arm (1) tightly；
S2 then successively docks outrigger arm (1)；
The end of outrigger arm (1) is then fixed together by S3 with metope；
S4 then installs hog frame (4) on the linking arm (2) between adjacent two outriggers arm (1), wherein on hog frame (4)
Card adapter plate (41) is agreed on linking arm (2), is then fixed together the end of hog frame (4) with metope；
S5 selects support frame (51) to be mounted on the guide groove (11) on outrigger arm (1) Nei, then passes through one end of support rod (52)
Pin shaft is hinged on support frame (51), then installs telescopic rod (53) in support rod (52), and at the end of telescopic rod (53)
Portion adjusts branch by the hinged pedestal (54) of pin shaft, then according to the distance of the location of outrigger structure and upper and lower building
The position of support (51) then screws in the position restriction that fastening bolt I (55) make support frame (51) on support frame (51), connects
The extension elongation of adjustment telescopic rod (53), then support rod (52) end screw in fastening bolt II (56) make telescopic rod
(53) pedestal (54) is then hinged on telescopic rod (53) and pedestal (54) is fitted on metope, most by position restriction
Pedestal (54) is fixed together with metope at last.
5. a kind of construction method of assembled architecture outrigger structure as claimed in claim 4, it is characterised in that: the S2 is specific
For, successively linking arm (2) fixed on outrigger arm (1) is inserted into another outrigger arm (1), and using wedge block (3) into
Row is fixed, and carries out the fixation of next outrigger arm (1) again after fixed complete, all outrigger arms (1) are finally fixed on one
It rises.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910496370.1A CN110206289A (en) | 2019-06-10 | 2019-06-10 | A kind of assembled architecture outrigger structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910496370.1A CN110206289A (en) | 2019-06-10 | 2019-06-10 | A kind of assembled architecture outrigger structure and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110206289A true CN110206289A (en) | 2019-09-06 |
Family
ID=67791618
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910496370.1A Pending CN110206289A (en) | 2019-06-10 | 2019-06-10 | A kind of assembled architecture outrigger structure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110206289A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112096038A (en) * | 2020-09-24 | 2020-12-18 | 四川新瑞建筑工程有限公司 | Angle-adjustable cantilever beam assembly for external scaffold |
| CN112282042A (en) * | 2020-09-18 | 2021-01-29 | 上海二十冶建设有限公司 | Detachable supporting tool for prefabricated air conditioner plate and using method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2671574A1 (en) * | 1991-01-10 | 1992-07-17 | Vidal Fernand | Suspended scaffolding cradle-iron (stirrup) and scaffolding module including the said cradle-iron |
| CN101660346A (en) * | 2009-08-31 | 2010-03-03 | 江苏金土木建设集团华顺工程有限公司 | Support frame of adjustable suspension scaffold |
| CN204098463U (en) * | 2014-08-08 | 2015-01-14 | 徐韩伟 | Builder's jack |
| CN104675094A (en) * | 2015-03-10 | 2015-06-03 | 武汉建工集团股份有限公司 | Detachable type movable scaffold platform |
| CN107366422A (en) * | 2017-09-14 | 2017-11-21 | 北京城建六建设集团有限公司 | A kind of adjustable suspension bridging piece support frame |
-
2019
- 2019-06-10 CN CN201910496370.1A patent/CN110206289A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2671574A1 (en) * | 1991-01-10 | 1992-07-17 | Vidal Fernand | Suspended scaffolding cradle-iron (stirrup) and scaffolding module including the said cradle-iron |
| CN101660346A (en) * | 2009-08-31 | 2010-03-03 | 江苏金土木建设集团华顺工程有限公司 | Support frame of adjustable suspension scaffold |
| CN204098463U (en) * | 2014-08-08 | 2015-01-14 | 徐韩伟 | Builder's jack |
| CN104675094A (en) * | 2015-03-10 | 2015-06-03 | 武汉建工集团股份有限公司 | Detachable type movable scaffold platform |
| CN107366422A (en) * | 2017-09-14 | 2017-11-21 | 北京城建六建设集团有限公司 | A kind of adjustable suspension bridging piece support frame |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282042A (en) * | 2020-09-18 | 2021-01-29 | 上海二十冶建设有限公司 | Detachable supporting tool for prefabricated air conditioner plate and using method thereof |
| CN112096038A (en) * | 2020-09-24 | 2020-12-18 | 四川新瑞建筑工程有限公司 | Angle-adjustable cantilever beam assembly for external scaffold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110206289A (en) | A kind of assembled architecture outrigger structure and its construction method | |
| CN210767927U (en) | Safety protection platform of attached lifting operation | |
| CN107513945A (en) | A kind of easily assembled concrete blinding and its assembling method | |
| CN104831632A (en) | Upper transverse beam and lower transverse beam construction method for bridge cable bent tower | |
| CN101280625A (en) | Non-welding assembly shuttering system | |
| CN215564736U (en) | Temporary supporting system for overweight steel beam | |
| CN109457814A (en) | Towering and major diameter building top cover construction method based on Bailey bracket structure | |
| CN107419665B (en) | Large-span steel beam hoisting sling and steel beam hoisting method thereof | |
| CN102080383B (en) | Suspension type embedded part and hole reserved template fixing method | |
| CN209924434U (en) | High-altitude overhanging formwork support frame body | |
| CN111472531A (en) | Cantilever support frame | |
| CN110512521A (en) | The docking facilities and interconnection method of big segment steel truss girder | |
| CN112647976B (en) | Lining trolley for dovetail type large-section tunnel and construction method thereof | |
| CN112647429B (en) | Box girder with anchoring device and box girder bridge | |
| CN205329549U (en) | Corbel frame device is deposited to steel case roof beam temporarily | |
| CN212478533U (en) | A pin-connected panel reinforcement roof beam structure for high-rise building construction | |
| CN209308417U (en) | A kind of quick production and for building half prefabricated system automatically docked | |
| CN109680923B (en) | Mounting structure and building method of cantilever scaffold bottom platform | |
| CN208152607U (en) | Beam-string structure system in the reinforcing of large span rigid frame | |
| CN202359810U (en) | Building template system | |
| CN218090546U (en) | Auxiliary device for splicing steel box girders | |
| CN217325036U (en) | Temporary supporting system of adjacent eccentric beams | |
| CN220115706U (en) | Cantilever outer frame | |
| CN219924416U (en) | Combined light steel bar jig frame for prefabricating T-beam | |
| CN218150970U (en) | Quick mounting platform of tunnel primary steel arch frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190906 |