CN201321716Y - No-putlog-hole scaffold setting-up device in brick and concrete structure construction - Google Patents
No-putlog-hole scaffold setting-up device in brick and concrete structure construction Download PDFInfo
- Publication number
- CN201321716Y CN201321716Y CNU2008202309857U CN200820230985U CN201321716Y CN 201321716 Y CN201321716 Y CN 201321716Y CN U2008202309857 U CNU2008202309857 U CN U2008202309857U CN 200820230985 U CN200820230985 U CN 200820230985U CN 201321716 Y CN201321716 Y CN 201321716Y
- Authority
- CN
- China
- Prior art keywords
- construction
- brick
- putlog
- concrete structure
- hole
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model discloses a no-putlog-hole scaffold setting-up device in brick and concrete structure construction which is widely applied in the engineering construction of the building brick and concrete structure. In the device, one end of a built-in angle iron (2) is embedded in a vertical seam of a wall body (8), and the other end thereof is welded with the top end of a cross bar (1); and the other end of the cross bar (1) is movably lapped in the groove of a supporting plate (7) arranged at the upper end of a movable lifting rod or on a supporting hook (9) arranged at the side end. In the setting-up device, the mortar joint width of the masonry is adopted, a scaffold is set up by a special typing tool, and the construction process and the operation method are improved, therefore, the no-putlog-hole construction of the masonry is realized; moreover, the quality problem caused by indoor water seepage as the putlog hole of the external wall is not sealed tightly is avoided, thereby improving the overall intensity and earthquake proof performance of the brick and concrete structure construction effectively, quickening the construction progress, lowering the construction cost and improving the construction quality greatly.
Description
Technical field:
The utility model relates to a kind of brick-concrete structural engineering without putlog hole scaffold building device that uses in the Brick Concrete Structure Engineering construction that is widely used in building.
Background technology:
For a long time, in the Brick Concrete Structure Engineering construction, constructional column, collar tie beam, when scaffold installs, often stay many pin tricks or lumps of wood eye through walls, thereby influenced the intensity and the globality of masonry structure, it is promptly time-consuming that the masonry putlog hole is mended block simultaneously, and quality be cannot say for sure again to demonstrate,prove.
The utility model content:
The utility model has effectively been avoided the drawback of the unreal water resistance difference of exterior wall putlog hole shutoff, realizes that masonry does not have the brick-concrete structural engineering without putlog hole scaffold building device of putlog hole construction.Its embedding corner steel 2 one ends embed in body of wall 8 upright seams, and the other end is welded on cross bar 1 top, and cross bar 1 other end activity rides in the groove of gripper shoe 7 of mobile lifting bar upper end or on the side hook 9.Because the utility model makes full use of masonry mortar joint width, adopt special-purpose shaping tool that scaffold is installed, and improved construction technology and method of operating, thereby realize that masonry does not have the putlog hole construction.Avoided the shutoff of exterior wall putlog hole unreal, caused common quality defect, improved the bulk strength and the anti-seismic performance of Brick Concrete Structure Engineering effectively to indoor infiltration, speed of application is fast, work efficiency height, but reduction of erection time, reduce labour intensity and engineering cost, improved workmanship greatly.And the simple structure practicality, easy to operate, safe and reliable, with low cost, disposable making is repeatedly used.
Description of drawings:
Fig. 1 is a topology view of the present utility model
Fig. 2 is the lateral view of Fig. 1
The specific embodiment:
As shown in Figure 1 and Figure 2, embedding corner steel 2 one ends embed in the body of wall 8 upright seams, and the other end is welded on cross bar 1 top, and cross bar 1 other end activity rides in the groove of gripper shoe 7 of mobile lifting bar upper end or on the side hook 9.The mobile lifting bar is welded on supporting seat 5 tops by stay pipe 3 lower ends, and gripper shoe 7 is welded on motion bar 4 upper ends, and is movably arranged in the stay pipe 3 by steady pin 6, and side hook 9 is welded on both sides, stay pipe 3 upper end.
During use, when building wall to a step, the pin height was near 1200mm, can the special-purpose little cross bar of scaffold that an end is welded with angle steel be inserted in the body of wall mortar joint of keeping somewhere in advance, little cross bar at interval should be greater than 2000mm, and the little cross bar other end is placed on the hook of modulated good triangle cone lifting support highly.On little cross bar, put scaffold floor afterwards.The people is placed on suitable material can proceed down to go on foot the work of building by laying bricks or stones on the scaffold floor.
Claims (2)
1, a kind of brick-concrete structural engineering without putlog hole scaffold building device, it is characterized in that steel (2) one ends in embedding corner embed in the upright seam of body of wall (8), the other end is welded on cross bar (1) top, and cross bar (1) other end activity rides in the groove of gripper shoe (7) of mobile lifting bar upper end or on the side hook (9).
2, brick-concrete structural engineering without putlog hole scaffold building device according to claim 1, it is characterized in that the mobile lifting bar is welded on supporting seat (5) top by stay pipe (3) lower end, gripper shoe (7) is welded on motion bar (4) upper end, and be movably arranged in the stay pipe (3) by steady pin (6), side hook (9) is welded on both sides, stay pipe (3) upper end and forms.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008202309857U CN201321716Y (en) | 2008-12-09 | 2008-12-09 | No-putlog-hole scaffold setting-up device in brick and concrete structure construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008202309857U CN201321716Y (en) | 2008-12-09 | 2008-12-09 | No-putlog-hole scaffold setting-up device in brick and concrete structure construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201321716Y true CN201321716Y (en) | 2009-10-07 |
Family
ID=41159102
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2008202309857U Expired - Fee Related CN201321716Y (en) | 2008-12-09 | 2008-12-09 | No-putlog-hole scaffold setting-up device in brick and concrete structure construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201321716Y (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108457465A (en) * | 2018-03-18 | 2018-08-28 | 内蒙古华立建设工程有限公司 | It builds by laying bricks or stones and uses inner wall scaffold and its method of administration |
-
2008
- 2008-12-09 CN CNU2008202309857U patent/CN201321716Y/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108457465A (en) * | 2018-03-18 | 2018-08-28 | 内蒙古华立建设工程有限公司 | It builds by laying bricks or stones and uses inner wall scaffold and its method of administration |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106088330B (en) | The connection structure and its construction method of assembling frame beam and frame column based on 3D printing | |
CN103422620A (en) | Prefabricated hollow steel-reinforced concrete column and splicing structure and splicing method thereof | |
CN103790176B (en) | A kind of construction method of pre-buried manomelia rod structure | |
CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
CN103696564A (en) | Novel construction joint formwork | |
CN204098241U (en) | Trapezoidal steel plate interpolation type rectangular steel-tube concrete column and steel beam connecting joint | |
CN212642115U (en) | Clear water concrete indent arc roofing inner side roof beam hangs mould system | |
CN201321716Y (en) | No-putlog-hole scaffold setting-up device in brick and concrete structure construction | |
CN203462587U (en) | Penetration steel bar type joint of angle steel connection type rectangular concrete-filled steel tube column and steel beam | |
CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
CN201321720Y (en) | Ring-beam no-putlog-hole template erecting device in brick and concrete structure construction | |
CN207633332U (en) | A kind of borehole filling pile cage of reinforcement absolute altitude control system | |
CN201321721Y (en) | Constructional column no-putlog-hole template fixing device in brick and concrete structure construction | |
CN106013200A (en) | Prefabricated assembly type strip foundation and construction technology | |
CN205711974U (en) | A kind of Retaining Wall | |
CN206829147U (en) | A kind of combined type shaped steel, slip casting steel pipe bearing diagonal foundation pit enclosure structure | |
CN206635780U (en) | A kind of soil nailed wall retaining structure | |
CN206143927U (en) | Node of beam manufacturing and prefabricated plate in advance | |
CN204491662U (en) | Abnormity resistance to compression prestressed structure function formula underground pipe gallery | |
CN201593254U (en) | Wall body with honeycomb structure | |
CN204491953U (en) | Floor slab structure between architecture pipe | |
CN203960813U (en) | Anchorage part for earth work membrane | |
CN211421842U (en) | Built-in spool mounting structure of wall body | |
CN203924484U (en) | A kind of precast beam and there is the reinforced concrete structure of tenon anchor system | |
CN203654454U (en) | Upper-lower-layer prefabricated balcony slabs, and support connecting structures therebetween and beams |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091007 Termination date: 20101209 |