CN2359390Y - Internal wall climbing combined mould - Google Patents
Internal wall climbing combined mould Download PDFInfo
- Publication number
- CN2359390Y CN2359390Y CN 98223894 CN98223894U CN2359390Y CN 2359390 Y CN2359390 Y CN 2359390Y CN 98223894 CN98223894 CN 98223894 CN 98223894 U CN98223894 U CN 98223894U CN 2359390 Y CN2359390 Y CN 2359390Y
- Authority
- CN
- China
- Prior art keywords
- moulding board
- longitudinal
- gang form
- frame
- template
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to an internal wall climbing combined moulding board which is suitable for the construction of a main body of a high-rise building with a frame-shear wall structure and a framed-tube structure. The combined moulding board is composed of a longitudinal moulding board, a transverse moulding board and an angle moulding board. The two contiguous combined moulding boards of an internal wall are spaced by a spacer sleeve and are fixed by a screw bolt to form the pouring spacing of the internal wall. The moulding board is composed of a supporting frame, a jack, a track frame, a roller and hooks, and the longitudinal moulding board, the transverse moulding board and the angle moulding board are respectively hung on the hooks. The utility model has the advantages that the needs of an entire high-rise building can be satisfied by fewer combined moulding boards, workers' labour intensity is low, the speed is fast, when the combined moulding board climbs upwards, the combined moulding board is separated from a wall body and can protect the structure of the wall body.
Description
The utility model relates to the interior wall gang form of the highrise building main body construction that is applicable to frame structure, framed-tube structure.
The interior wall form of the highrise building main body construction of frame structure adopts sliding formwork or large form or little template assembly at present.The highrise building shell portion of framed-tube structure also adopts little template assembly.As adopt slding form operation, and rising when template is upwards sliding, the frictional resistance between template and the concrete might draw pine or drawing crack body of wall concrete, so the shear wall of employing slding form operation will be arranged reinforcing bar more or increase thickness of wall body during design; Adopt slding form operation simultaneously, house, every building also will consume hundreds of ton cramp bar steel more.As adopt large formwork construction, and when pouring flooring concrete, template need be landed, and occupied ground is big, and the lifting task is heavy, runs into strong wind and heavy rain, also can be accidents caused.As adopt little template assembly, and labor strength is big, and the duplication of labour is many, and speed is slow, and is long in time limit.
The purpose of this utility model is to provide a kind of interior wall to climb out gang form in order to overcome above-mentioned weak point, when it upwards climbs, is to break away from body of wall, has avoided the frictional resistance of template and body of wall concrete, can protect the body of wall internal construction not to be damaged; Adopt the interior wall gang form that climbs, occupied ground is little, uses material few, and labour intensity is little, and speed is fast.
Description of the present utility model is as follows: the interior wall gang form that climbs is made up of gang form and template lifting appliance two parts.Gang form is made up of longitudinal and transverse template and Angle formwork, connects with bearing pin between them.The mutual alignment of longitudinal and transverse template has bolt sleeve to regulate.Gang form makes up according to interior wall structure.The gang form that interior wall is adjacent separates with spacer, and uses bolt in the middle of spacer, to form interior wall pouring gap.At the inboard turnover panel that has hinge pin to connect in gang form upper end, after the gang form assembling finishes, turnover panel can be opened, increase the operation face, so that carry out the pouring of body of wall concrete.The template lifting appliance is made up of bearing support, jack, track-frame, roller, suspension hook etc.Bearing support is made the well cabinet frame by steel pole, is bearing in separate room structure central part.Jack is equipped with at the position on bearing support, is connected with track-frame below the jack.In the track of track-frame roller is housed, is connected with suspension hook under the roller.Longitudinal and transverse template, the Angle formwork of gang form are hung on the suspension hook respectively.After the body of wall concrete pouring 24 hours, the connecting bolt of two adjacent gang forms is unclamped, and the bearing pin between longitudinal and transverse template, the Angle formwork is pulled out, make gang form break away from body of wall, and move by roller side direction in track.Like this, by jack template upwards being moved is to break away from the unsettled operation of body of wall.When longitudinal and transverse template, Angle formwork rise to the last layer building, the flooring concrete of the lower floor that constructs again.Then, after longitudinal and transverse template, Angle formwork reconfigured, water last layer interior wall body of wall concrete again.So gang form constantly upwards climbs.
Be further elaborated below in conjunction with drawings and Examples.
Fig. 1 is interior wall two adjacent gang form cross-sectional views.1-interior wall displacement among the figure, 2-spacer, 3-bolt, 4-template, 5-Angle formwork, 6-pin, 7-bolt sleeve.
Fig. 2 climbs out state diagram after gang form upper end turnover panel opens to the inside for interior wall.9-hinge among the figure, 10-turnover panel, 11-movable strut.
Fig. 3 is for moving inward, break away from the state diagram of body of wall after the gang form partition.Among the figure 12-the interior wall concrete wall that watered.
Fig. 4 is the climb lifting appliance of gang form of interior wall.13-jack among the figure, 14-track-frame, 15-roller, 16-suspension hook, 17-bearing support, 18-floor level.
The residential building that is used for 3.5 meters * 4.5 meters separate rooms is as embodiment of the present utility model, and the interior wall gang form that climbs is made up of gang form and template lifting appliance two parts.Gang form is made up of longitudinal and transverse template (4), Angle formwork (5), and long 3.5 meters of longitudinal mode plate is wide 0.5 meter, and long 2.5 meters of cross template is wide 0.5 meter, 0.5 meter * 0.5 meter of Angle formwork.Connect 20 millimeters * 100 millimeters of pin Ф between them with pin (6).The position of longitudinal and transverse template is regulated by bolt sleeve (7).Separate with spacer (2) between adjacent two gang forms of interior wall, and (3) clamp therebetween bolt, and to form interior wall displacement (1), water concrete.In inboard, longitudinal and transverse template (4), Angle formwork (5) upper end hinged turnover panel (10) is arranged, have movable strut (11) to support below it, increase the operation face like this, so that carry out the pouring of body of wall concrete.The template lifting appliance is made up of bearing support (17), jack (13), track-frame (14), roller (15), suspension hook (16).Bearing support (17) is the well cabinet frame that steel pole is made.Jack (13) is equipped with at the position on bearing support (17), is connected with track-frame (14) below the jack.Track-frame is made by channel-section steel, and to form track, roller (15) just rolls in orbit.Be connected with suspension hook (16) below the roller, longitudinal and transverse template (4), the Angle formwork (5) of gang form is hung on the suspension hook respectively.The attachment bolt (3) of two adjacent gang forms is unclamped, and the pin (6) between longitudinal and transverse template (4), the Angle formwork (5) is pulled out, make gang form break away from body of wall, and make it by roller (15) that side direction moves in track.Jack (13) can drive track-frame (14) together with the upwards operation of longitudinal and transverse template (4), Angle formwork (5) along upwards operation of bearing support (17).When running to the last layer building, lower floor layer plane (18) is carried out concrete construction, then, after longitudinal and transverse template (4), Angle formwork (5) reconfigured, water last layer interior wall body of wall concrete again.
Advantage of the present utility model: internal wall climbing combined mould can constantly upwards climb according to the construction needs, To satisfy the pouring of each floor interior wall concrete, therefore, can utilize the gang form of small amount to satisfy whole height The needs of one storey buildingDan, the template that seems materials are few, save cost; Labor strength is little, and speed is fast; When this internal wall climbing combined mould upwards climbs, be to break away from body of wall, can protect the body of wall internal structure not Be damaged.
Claims (3)
1, a kind of interior wall that is applicable to the highrise building main body construction of frame structure, framed-tube structure gang form that climbs is characterized in that:
---gang form is made up of longitudinal and transverse template, Angle formwork, connects with pin between them, separates with spacer between the interior wall two adjacent groups matched moulds plate, and uses bolt.
---the template lifting appliance is made up of bearing support, jack, track-frame, roller, suspension hook, jack is equipped with at the position on bearing support, be connected with track-frame below the jack, in the track of track-frame, roller is housed, be connected with suspension hook under the roller, the longitudinal and transverse template of gang form, Angle formwork are hung on the suspension hook respectively.
2, the interior wall according to claim 1 gang form that climbs is characterized in that on the longitudinal and transverse template bolt sleeve being housed.
3, the interior wall according to claim 1 gang form that climbs is characterized in that at longitudinal and transverse template, the inboard turnover panel that has hinge pin to connect in Angle formwork upper end movable strut being arranged below turnover panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98223894 CN2359390Y (en) | 1998-04-30 | 1998-04-30 | Internal wall climbing combined mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98223894 CN2359390Y (en) | 1998-04-30 | 1998-04-30 | Internal wall climbing combined mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2359390Y true CN2359390Y (en) | 2000-01-19 |
Family
ID=33974884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 98223894 Expired - Fee Related CN2359390Y (en) | 1998-04-30 | 1998-04-30 | Internal wall climbing combined mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2359390Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100365237C (en) * | 2005-12-28 | 2008-01-30 | 上海市第一建筑有限公司 | Autolifting type variable-shape diassembllable integrated lifting steel plateform system and construction method thereof |
| CN100439632C (en) * | 2003-01-29 | 2008-12-03 | 李渊河 | Method and apparatus for constructing inner wall moulding board |
-
1998
- 1998-04-30 CN CN 98223894 patent/CN2359390Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100439632C (en) * | 2003-01-29 | 2008-12-03 | 李渊河 | Method and apparatus for constructing inner wall moulding board |
| CN100365237C (en) * | 2005-12-28 | 2008-01-30 | 上海市第一建筑有限公司 | Autolifting type variable-shape diassembllable integrated lifting steel plateform system and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104358315B (en) | A kind of prefabricated buildings and its installation method | |
| CN101892743B (en) | Construction method of permanent housing | |
| CN213329955U (en) | Flower basket diagonal rod type overhanging scaffold | |
| CN212001800U (en) | Connecting assembly and connecting structure of external wall panel | |
| CN2931627Y (en) | Framework and wall panel combination floor | |
| CN111088859A (en) | Assembled outer wall structure and mounting method thereof | |
| CN113737936B (en) | Connection structure of prefabricated combined duplex balcony and construction method | |
| CN113216587A (en) | High-rise building outer wall construction operation platform fixing structure and construction method thereof | |
| CN2359390Y (en) | Internal wall climbing combined mould | |
| CN212957576U (en) | Movable elevator shaft construction platform | |
| CN208815741U (en) | A kind of hollow roof boarding of prefabricated PC | |
| CN216840143U (en) | Steel bar truss floor bearing plate with detachable aluminum bottom mold | |
| CN205476597U (en) | Villa is removed in quick simple and convenient environmental protection | |
| CN213573164U (en) | Ancient building clear water wall body migration bottom reinforcing apparatus | |
| CN204081433U (en) | Steel structural roof liner profiled sheet construction Special-purpose hanger basket support | |
| CN210768370U (en) | Steel construction window that wafts convenient to installation | |
| CN206784960U (en) | Lower supporting type overhanging unloading platform | |
| CN111719795A (en) | Unit type heat preservation and decoration integrated plate outer wall system of stone panel | |
| CN111519754A (en) | Detachable green terrace for multi-storey building and manufacturing method thereof | |
| CN220954590U (en) | Novel attached lifting scaffold | |
| CN214885358U (en) | A operation platform structure for super high-rise building outer wall construction | |
| CN2839472Y (en) | Structure for resolving big span hut supporting using rope-drawing method | |
| CN215105975U (en) | Assembled balcony structure | |
| CN211548302U (en) | Pour floor with exempting from to tear open truss plate | |
| CN112983053B (en) | Assembled prefabricated house for building site |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |