CN109386124A - A kind of construction scaffold connection height adjustment connecting rod - Google Patents
A kind of construction scaffold connection height adjustment connecting rod Download PDFInfo
- Publication number
- CN109386124A CN109386124A CN201811524692.4A CN201811524692A CN109386124A CN 109386124 A CN109386124 A CN 109386124A CN 201811524692 A CN201811524692 A CN 201811524692A CN 109386124 A CN109386124 A CN 109386124A
- Authority
- CN
- China
- Prior art keywords
- stay tube
- height adjustment
- rod
- connecting rod
- pedestal
- 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
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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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/02—Scaffold feet, e.g. with arrangements for adjustment
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ladders (AREA)
- Movable Scaffolding (AREA)
Abstract
A kind of construction scaffold connection height adjustment connecting rod of the present invention discloses a kind of pair of scaffold upright rod bottom and carries out rest, it is leveled by screwing rest screw, rotation Adjusting bolt Adjusting screw is cooperated to carry out height adjustment to scaffold upright rod again, and then to the connecting rod that scaffold is integrally leveled.The leveling efficiency to scaffold can be effectively improved.It is characterized in that trustship is vertically arranged on pedestal, fitting side is placed in pedestal one side edge position, the fitting side is straight flange, the base bottom is equipped with wear-resistant pad, multiple rest screws are equipped on the pedestal, Adjusting bolt Adjusting screw one end is rotatably placed on trustship one end, main stay tube one end is rotatably placed on the Adjusting bolt Adjusting screw other end, the main stay tube and trustship are coaxial, card slot there are two symmetrically being opened on the outside of the Adjusting bolt Adjusting screw, sliding groove there are two symmetrically opening in the main stay tube, described sliding groove one end extends upwardly to main stay tube other end port position.
Description
Technical field
A kind of construction scaffold of the present invention connects height adjustment connecting rod, is related to one kind and takes in construction scaffold
During building, to the connecting rod that balance is adjusted of scaffold, belong to the realm of building construction.In particular to a kind of pair of scaffold
Bottom of upright rod carries out rest, is leveled by screwing rest screw, then rotation Adjusting bolt Adjusting screw is cooperated to carry out scaffold upright rod
Height adjustment, and then to the connecting rod that scaffold is integrally leveled.
Background technique
Currently, since story height is lower, usually only needing erecting scaffold that can meet work in private residence process of construction
Make height, operating personnel's job execution on scaffold, but with the height of scaffold increase, weight bearing variation situations such as, meeting
There is scaffold to tilt to side, so that operating personnel's working range reduces, danger coefficient increases, and existing mode mainly passes through
Scaffold is pulled by pull rod and wall, so that scaffold stress point is changed, but the sphere of action of pull rod is limited,
And the center of gravity of scaffold persistently tilts, and individually by pull rod scaffold cannot be stablized, existing some Anti-inclinings
Scaffold further adjusts the support of obliquity, but due to foot by adjusting flexible distance using the structure of socket
After hand cradle is built, overall weight is larger, needs external force to increase when being adjusted, and adjusts low efficiency, and after scaffold inclination, over the ground
The effect meeting of table is even adjusted, the supporting point of corresponding position is still inclined-plane so that inclined-plane or pit occurs in corresponding position.
Publication number CN202672700U discloses a kind of height adjustment device of ricker, which is characterized in that this height
Degree regulating device includes that the upper face of upper substrate, lower substrate and at least 3 groups identical and relatively described lower substrates is located at same put down
Adjusting component on face, the adjusting component be set between the upper substrate and lower substrate and can adjust the upper substrate and
Spacing between lower substrate, the lower end of the column is vertical with the upper face of the upper substrate to be connect, which passes through casing
Expansion fit bolt carry out limit adjusting, after the weight bearing on upper substrate reaches constant weight, adjust external force increase, efficiency
Lowly.
Publication number CN206888488U discloses a kind of anti-dumping inclined scaffold, including includes scaffold cross bar and be arranged and exist
The scaffold vertical bar at scaffold cross bar both ends, scaffold vertical bar include sequentially connected scaffold support rod and support column, foot hand
Vertical bar height adjustment module is equipped between frame support rod and support column, scaffold cross bar is hinged on scaffold support rod;Support
Column lower end is circumferentially connected with several support tapered jaws, and support tapered jaw includes sequentially connected tapered jaw support rod and tapered jaw support end,
Be equipped with support tapered jaw length adjustment module between tapered jaw support rod and tapered jaw support end, tapered jaw support rod hingedly on the support columns,
The device is supported by multiple tapered jaws, and be only strengthen the inclined shore of upright bar, but for inclination after correction tune
It saves no any means to solve, safety is poor.
Summary of the invention
In order to improve above situation, a kind of construction scaffold connection height adjustment connecting rod of the present invention provides one kind
Rest is carried out to scaffold upright rod bottom, is leveled by screwing rest screw, then cooperates rotation Adjusting bolt Adjusting screw to scaffold
Upright bar carries out height adjustment, and then to the connecting rod that scaffold is integrally leveled.The leveling to scaffold can be effectively improved
Efficiency.
A kind of construction scaffold connection height adjustment connecting rod of the present invention is achieved in that a kind of building of the present invention
Construction scaffolding connection height adjustment connecting rod is made of external fixer and inner supporting device, and external fixer is by main support
Pipe, sliding groove, card slot, fitting side, trustship, pedestal and Adjusting bolt Adjusting screw composition, trustship are vertically arranged on pedestal, and fitting side is placed in bottom
Seat one side edge position, the fitting side are straight flange, and the base bottom is equipped with wear-resistant pad, multiple rests are equipped on the pedestal
Screw, Adjusting bolt Adjusting screw one end are rotatably placed on trustship one end, and it is another that main stay tube one end is rotatably placed in Adjusting bolt Adjusting screw
On end, the main stay tube and trustship are coaxial, are symmetrically opened on the outside of the Adjusting bolt Adjusting screw there are two card slot, right in the main stay tube
Title is opened there are two sliding groove, and described sliding groove one end extends upwardly to main stay tube other end port position, the sliding groove
Length is the half of main stay tube length, and the sliding groove groove wall is smooth, and the main stay tube diameter is equal to trustship diameter,
Inner supporting device is by supporting plate, deep floor, non-slip mat, guide plate, fixed fixture block, support plate, guide rod, drive rod and screw thread group
At guide rod is placed in main stay tube, and distance is equipped between the guide rod outer wall and main stay tube inner wall, and drive rod one end is set
In on guide rod one end, corresponding be spirally connected of the drive rod other end is placed in Adjusting bolt Adjusting screw, and the drive rod and guide rod are coaxial, described
It is equipped with screw thread on the outside of drive rod, guide plate is vertically arranged in the other end face of guide rod, and described guide plate one end extends downwardly,
And in guide rod, the two sides of the guide plate are corresponding with two sliding grooves in main stay tube respectively, the guiding
Plate is upside-down trapezoid structure, and the thickness of the guide plate is slightly less than the width of sliding groove, and two support plates are respectively placed in guide rod
In the other end face, and it is connected respectively with two trapezoidal faces of guide plate, the support plate is triangular structure of right angle, and two
A right-angle side is connected with guide rod, guide plate respectively, and two deep floors are symmetrically placed in two trapezoidal faces tops of guide plate
Edge, two deep floors and guide plate combine to form cross bearer, and two fixed fixture blocks are respectively placed in two deep floors
Upper side on, the fixed fixture block is higher by guide plate top edge, and supporting plate is placed on cross bearer, and the supporting plate bottom is equipped with two
A limiting slot, and corresponded with two fixed fixture blocks, non-slip mat is placed on supporting plate, multiple through holes are provided on the supporting plate,
And ring is placed in non-slip mat outer ring.
In use, multiple present invention are used cooperatively, pedestal is fixed on the appropriate location on ground first, and make
It is bonded side and the fitting of exterior object plane, pedestal is fixed by the rest screw on pedestal, then will form scaffold
Upright bar bottom end pass through pin respectively and supporting plate is correspondingly connected with, and then the present invention carries out rest to bottom of upright rod, anti-on supporting plate
Skidding and bottom of upright rod are in contact, when skew occurs in scaffold, according to the inclined degree of pedestal corresponding ground, by pedestal
Rest screw pedestal is leveled, then using external tool rotate Adjusting bolt Adjusting screw, Adjusting bolt Adjusting screw and drive rod screw thread are matched
It closes, and then drive rod is moved up and down along Adjusting bolt Adjusting screw, drive rod drives guide rod to move up and down in main stay tube, leads
It is mobile that guide rod is followed to plate, and the two sides of guide plate are slided respectively along corresponding sliding groove, guide plate drives support
Plate is mobile, and supporting plate drives upright bar mobile, and then adjusts the height of upright bar, keeps scaffold whole by the adjusting to part upright bar height
Body keeps balance, and when single upright bar is adjusted, due to being connected between upright bar by cross bar, so remaining upright bar by
Power also will do it adjustment;
The design on the fitting side, can limit pedestal when rotating Adjusting bolt Adjusting screw, pedestal stress is avoided to rotate;
The base bottom is equipped with the design of wear-resistant pad, can increase the frictional force between pedestal and ground, improves to scaffold
Stability maintenance;
Described sliding groove one end extends upwardly to the design of main stay tube other end port position, and sliding groove one end can be made to open
Mouthful, and then guide plate can be skidded off along sliding groove, push up upright bar by supporting plate;
The smooth design of the sliding groove groove wall, slides in sliding groove convenient for guide plate, improves and adjust efficiency;
It is equipped with the design of distance between the guide rod outer wall and main stay tube inner wall, can be avoided in guide rod and main stay tube
Wall contact, and then when avoiding guide rod mobile and main stay tube friction, guarantee to adjust smooth;
Described guide plate one end extends downwardly, and the design in guide rod, can increase the company of guide plate and guide rod
Junction product, further increases the bonding strength between guide plate and guide rod;
The guide plate is the design of upside-down trapezoid structure, can make to increase the connection area between guide plate and supporting plate, raising pair
The support strength of supporting plate;
The thickness of the guide plate is slightly less than the design of the width of sliding groove, when guide plate being avoided to slide along sliding groove and sliding
Slot friction;
The fixed fixture block and limiting slot cooperation, can carry out limit anti-rotation to supporting plate;
The pedestal and rest screw fit, the design fixed on the ground can be in scaffold skew, according to inclining for ground
Oblique degree levels pedestal, and then keeps supporting point holding horizontal;
The Adjusting bolt Adjusting screw and drive rod cooperation can be by few to the design that scaffold single upright bar height is adjusted
The adjusting of number upright bar height, and then scaffold is integrally adjusted, required external force is less, adjusts high-efficient;
Before rotating Adjusting bolt Adjusting screw, the design that precession rest screw aligns pedestal can be protected before upright bar is adjusted
Card Adjusting bolt Adjusting screw is in a horizontal position, and is improved and is adjusted efficiency;
Reach in construction scaffold build process, to the purpose that balance is adjusted of scaffold.
Beneficial effect.
One, the leveling efficiency to scaffold can be effectively improved.
Two, there is inclined-plane or pit in ground when can be avoided scaffold skew.
Three, bottom of upright rod can be leveled in scaffold skew.
Detailed description of the invention
Fig. 1 is the three-dimensional structure diagram that a kind of construction scaffold of the present invention connects height adjustment connecting rod.
Fig. 2 is the three-dimensional structure diagram that a kind of construction scaffold of the present invention connects height adjustment connecting rod guide rod,
Only show the connection relationship on guide rod.
In attached drawing
Wherein part are as follows: main stay tube (1), supporting plate (2), deep floor (3), non-slip mat (4), guide plate (5), sliding groove (6),
Card slot (7) is bonded side (8), trustship (9), pedestal (10), Adjusting bolt Adjusting screw (11), fixed fixture block (12), support plate (13), guiding
Bar (14), drive rod (15), screw thread (16).
Specific embodiment:
A kind of construction scaffold connection height adjustment connecting rod of the present invention is achieved in that a kind of construction of the present invention
Scaffold connection height adjustment connecting rod is made of external fixer and inner supporting device, external fixer by main stay tube (1),
Sliding groove (6), card slot (7) are bonded side (8), trustship (9), and pedestal (10) and Adjusting bolt Adjusting screw (11) composition, trustship (9) are vertically set
In on pedestal (10), fitting side (8) is placed in pedestal (10) one side edge position, and the fitting side (8) is straight flange, the pedestal
(10) bottom is equipped with wear-resistant pad, and multiple rest screws are equipped on the pedestal (10), and Adjusting bolt Adjusting screw (11) one end is rotatably set
In on trustship (9) one end, main stay tube (1) one end is rotatably placed on Adjusting bolt Adjusting screw (11) other end, the main stay tube
(1) and trustship (9) is coaxial, symmetrically opens that there are two card slot (7), the main stay tubes (1) on pair on the outside of the Adjusting bolt Adjusting screw (11)
Title is opened there are two sliding groove (6), and described sliding groove (6) one end extends upwardly to main stay tube (1) other end port position, described
The length of sliding groove (6) is the half of main stay tube (1) length, and sliding groove (6) cell wall is smooth, the main stay tube
(1) diameter is equal to trustship (9) diameter, and inner supporting device is by supporting plate (2), deep floor (3), non-slip mat (4), guide plate (5), Gu
Determine fixture block (12), support plate (13), guide rod (14), drive rod (15) and screw thread (16) composition, guide rod (14) are placed in main branch
In stay tube (1), distance is equipped between guide rod (14) outer wall and main stay tube (1) inner wall, drive rod (15) one end is placed in
On guide rod (14) one end, corresponding be spirally connected of drive rod (15) other end is placed in Adjusting bolt Adjusting screw (11), the drive rod (15) and
Guide rod (14) is coaxial, is equipped with screw thread (16) on the outside of the drive rod (15), guide plate (5) is vertically arranged in the another of guide rod (14)
On the end face of one end, described guide plate (5) one end is extended downwardly, and in guide rod (14), the two sides of the guide plate (5)
Corresponding with two sliding grooves (6) on main stay tube (1) respectively, the guide plate (5) is upside-down trapezoid structure, the guiding
The thickness of plate (5) is slightly less than the width of sliding groove (6), and two support plates (13) are respectively placed in guide rod (14) the other end face
On, and it is connected respectively with two trapezoidal faces of guide plate (5), the support plate (13) is triangular structure of right angle, and two
Right-angle side is connected with guide rod (14), guide plate (5) respectively, and two deep floors (3) are symmetrically placed in two of guide plate (5)
Trapezoidal faces top edge, two deep floors (3) and guide plate (5) combination form cross bearer, two fixed fixture blocks (12)
It is respectively placed on the upper side of two deep floors (3), the fixed fixture block (12) is higher by guide plate (5) top edge, supporting plate (2)
It is placed on cross bearer, supporting plate (2) bottom is set there are two limiting slot, and is corresponded with two fixed fixture blocks (12), anti-
Skidding (4) is placed on supporting plate (2), multiple through holes is provided on the supporting plate (2), and ring is placed in non-slip mat (4) outer ring.
In use, multiple present invention are used cooperatively, pedestal (10) is fixed on the appropriate location on ground first, and
And make to be bonded side (8) and the fitting of exterior object plane, pedestal (10) is fixed by the rest screw on pedestal (10), so
Afterwards the upright bar bottom end for forming scaffold is passed through into pin respectively and supporting plate (2) is correspondingly connected with, so the present invention to bottom of upright rod into
Row rest, non-slip mat (4) and bottom of upright rod on supporting plate (2) are in contact, right according to pedestal (10) when skew occurs in scaffold
The inclined degree for answering ground levels pedestal (10) by the rest screw on pedestal (10), then uses external tool
It rotates Adjusting bolt Adjusting screw (11), Adjusting bolt Adjusting screw (11) and drive rod (15) screw thread (16) cooperation, and then drive rod (15) is along adjusting
Swivel nut (11) moves up and down, and drive rod (15) drives guide rod (14) to move up and down in main stay tube (1), guide plate
(5) it is mobile that guide rod (14) are followed, and the two sides of guide plate (5) are slided respectively along corresponding sliding groove (6), guiding
Plate (5) drives supporting plate (2) mobile, and supporting plate (2) drives upright bar mobile, and then adjusts the height of upright bar, by part upright bar height
The adjusting of degree makes scaffold integrally keep balancing, and when single upright bar is adjusted, due to passing through cross bar phase between upright bar
Connection, and then remaining upright bar stress also will do it adjustment;
The design of fitting side (8), can limit pedestal (10), avoid pedestal when rotating Adjusting bolt Adjusting screw (11)
(10) stress rotates;
Pedestal (10) bottom is equipped with the design of wear-resistant pad, can increase the frictional force between pedestal (10) and ground, raising pair
The stability maintenance of scaffold;
Described sliding groove (6) one end extends upwardly to the design of main stay tube (1) other end port position, can make sliding groove
(6) open at one end, and then guide plate (5) can be skidded off along sliding groove (6), push up upright bar by supporting plate (2);
The smooth design of sliding groove (6) cell wall, convenient for guide plate (5), the sliding in sliding groove (6), improves and adjusts efficiency;
It is equipped with the design of distance between guide rod (14) outer wall and main stay tube (1) inner wall, can be avoided guide rod (14)
It rubs when being contacted with main stay tube (1) inner wall, and then avoiding guide rod (14) mobile with main stay tube (1), guarantees to adjust suitable
Freely;
Described guide plate (5) one end extends downwardly, and the design in guide rod (14), can increase guide plate (5) and
The connection area of guide rod (14) further increases the bonding strength between guide plate (5) and guide rod (14);
The guide plate (5) is the design of upside-down trapezoid structure, can make to increase the joint face between guide plate (5) and supporting plate (2)
Product improves the support strength to supporting plate (2);
The thickness of the guide plate (5) is slightly less than the design of the width of sliding groove (6), avoids guide plate (5) along sliding groove (6)
It rubs when sliding with sliding groove (6);
Supporting plate (2) can be carried out limit anti-rotation by the fixed fixture block (12) and limiting slot cooperation;
The pedestal (10) and rest screw fit, the design fixed on the ground can be in scaffold skew, according to ground
Inclined degree pedestal (10) is leveled, and then keep supporting point holding horizontal;
The Adjusting bolt Adjusting screw (11) and drive rod (15) cooperation can to the design that scaffold single upright bar height is adjusted
It is integrally adjusted by the adjusting to a small number of upright bar height, and then to scaffold, required external force is less, adjusts high-efficient;
Before rotating Adjusting bolt Adjusting screw (11), the design that precession rest screw aligns pedestal (10) can be carried out to upright bar
Before adjusting, guarantees that Adjusting bolt Adjusting screw (11) are in a horizontal position, improve and adjust efficiency;
Reach in construction scaffold build process, to the purpose that balance is adjusted of scaffold.
Claims (10)
1. a kind of construction scaffold connects height adjustment connecting rod, it is characterized in that: by external fixer and inner supporting device
Composition, external fixer are made of main stay tube, sliding groove, card slot, fitting side, trustship, pedestal and Adjusting bolt Adjusting screw, and trustship is vertical
It is placed on pedestal, fitting side is placed in pedestal one side edge position, and multiple rest screws, Adjusting bolt Adjusting screw one end are equipped on the pedestal
It is rotatably placed on trustship one end, main stay tube one end is rotatably placed on the Adjusting bolt Adjusting screw other end, the main stay tube
It is coaxial with trustship, it is symmetrically opened on the outside of the Adjusting bolt Adjusting screw there are two card slot, is symmetrically opened in the main stay tube there are two sliding groove,
The length of the sliding groove is the half of main stay tube length, and the main stay tube diameter is equal to trustship diameter, inner support
Device is made of supporting plate, deep floor, non-slip mat, guide plate, fixed fixture block, support plate, guide rod, drive rod and screw thread, is led
It is placed in main stay tube to bar, drive rod one end is placed on guide rod one end, and corresponding be spirally connected of the drive rod other end is placed in adjusting spiral shell
In set, the drive rod and guide rod are coaxial, are equipped with screw thread on the outside of the drive rod, guide plate is vertically arranged in the another of guide rod
Hold on end face, described guide plate one end extends downwardly, and in the guide rod, the two sides of the guide plate respectively with main support
Two sliding grooves on pipe are corresponding, and two support plates are respectively placed in guide rod the other end face, and respectively with guide plate
Two trapezoidal faces are connected, the support plate be triangular structure of right angle, and two right-angle sides respectively with guide rod, guide plate phase
Connection, two deep floors are symmetrically placed in two trapezoidal faces top edges of guide plate, two deep floors and guiding board group
Conjunction forms cross bearer, and two fixed fixture blocks are respectively placed on the upper side of two deep floors, and the fixed fixture block, which is higher by, leads
To plate top edge, supporting plate is placed on cross bearer, and the supporting plate bottom is set there are two limiting slot, and one by one with two fixed fixture blocks
Corresponding, non-slip mat is placed on supporting plate, multiple through holes is provided on the supporting plate, and ring is placed in non-slip mat outer ring.
2. a kind of construction scaffold according to claim 1 connects height adjustment connecting rod, it is characterised in that described
Fitting side can limit pedestal when rotating Adjusting bolt Adjusting screw, and pedestal stress is avoided to rotate.
3. a kind of construction scaffold according to claim 2 connects height adjustment connecting rod, it is characterised in that described
Fitting side is straight flange.
4. a kind of construction scaffold according to claim 1 connects height adjustment connecting rod, it is characterised in that described
Base bottom is equipped with wear-resistant pad.
5. a kind of construction scaffold according to claim 1 connects height adjustment connecting rod, it is characterised in that described
Sliding groove one end extends upwardly to main stay tube other end port position.
6. a kind of construction scaffold according to claim 5 connects height adjustment connecting rod, it is characterised in that described
It is smooth to slide groove groove wall.
7. a kind of construction scaffold according to claim 1 connects height adjustment connecting rod, it is characterised in that described
Fixed fixture block and limiting slot cooperation, can carry out limit anti-rotation to supporting plate.
8. a kind of construction scaffold according to claim 1 connects height adjustment connecting rod, it is characterised in that described
Distance is equipped between guide rod outer wall and main stay tube inner wall.
9. a kind of construction scaffold according to claim 1 connects height adjustment connecting rod, it is characterised in that described
Guide plate is upside-down trapezoid structure.
10. a kind of construction scaffold according to claim 9 connects height adjustment connecting rod, it is characterised in that described
The thickness of guide plate is slightly less than the width of sliding groove.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811524692.4A CN109386124B (en) | 2018-12-13 | 2018-12-13 | Building construction scaffold connecting height adjusting connecting rod |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811524692.4A CN109386124B (en) | 2018-12-13 | 2018-12-13 | Building construction scaffold connecting height adjusting connecting rod |
Publications (2)
Publication Number | Publication Date |
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CN109386124A true CN109386124A (en) | 2019-02-26 |
CN109386124B CN109386124B (en) | 2020-11-17 |
Family
ID=65430440
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201811524692.4A Expired - Fee Related CN109386124B (en) | 2018-12-13 | 2018-12-13 | Building construction scaffold connecting height adjusting connecting rod |
Country Status (1)
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CN (1) | CN109386124B (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11270127A (en) * | 1998-03-26 | 1999-10-05 | Sumitomo Forestry Co Ltd | Connecting tool for scaffold leg part |
CN105421745A (en) * | 2015-12-03 | 2016-03-23 | 无锡市晨源建筑器材有限公司 | Scaffold stand bar fixing device |
CN207144434U (en) * | 2017-06-05 | 2018-03-27 | 蔡冀奇 | A kind of civil engineering auxiliary support frame |
JP2018096027A (en) * | 2016-12-08 | 2018-06-21 | 株式会社 シコク | Adjuster |
CN208122249U (en) * | 2018-04-12 | 2018-11-20 | 莫善明 | A kind of multistage assembled lattice frame building structure |
CN208137382U (en) * | 2018-02-02 | 2018-11-23 | 段新平 | A kind of high-building construction folding support stand |
-
2018
- 2018-12-13 CN CN201811524692.4A patent/CN109386124B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11270127A (en) * | 1998-03-26 | 1999-10-05 | Sumitomo Forestry Co Ltd | Connecting tool for scaffold leg part |
CN105421745A (en) * | 2015-12-03 | 2016-03-23 | 无锡市晨源建筑器材有限公司 | Scaffold stand bar fixing device |
JP2018096027A (en) * | 2016-12-08 | 2018-06-21 | 株式会社 シコク | Adjuster |
CN207144434U (en) * | 2017-06-05 | 2018-03-27 | 蔡冀奇 | A kind of civil engineering auxiliary support frame |
CN208137382U (en) * | 2018-02-02 | 2018-11-23 | 段新平 | A kind of high-building construction folding support stand |
CN208122249U (en) * | 2018-04-12 | 2018-11-20 | 莫善明 | A kind of multistage assembled lattice frame building structure |
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Publication number | Publication date |
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CN109386124B (en) | 2020-11-17 |
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Effective date of registration: 20201028 Address after: No.1-10, Fenglin South Road, Shuitou Town, Pingyang County, Wenzhou City, Zhejiang Province Applicant after: Huang Yiyi Address before: Room 201, Science and Technology Building, Science and Technology Avenue, Quanshan District, Xuzhou City, Jiangsu Province Applicant before: JIANGSU HUAMIAO ELECTRONIC TECHNOLOGY Co.,Ltd. |
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Granted publication date: 20201117 Termination date: 20211213 |