CN207144470U - A kind of post-cast strip early-dismantling device - Google Patents
A kind of post-cast strip early-dismantling device Download PDFInfo
- Publication number
- CN207144470U CN207144470U CN201720879234.7U CN201720879234U CN207144470U CN 207144470 U CN207144470 U CN 207144470U CN 201720879234 U CN201720879234 U CN 201720879234U CN 207144470 U CN207144470 U CN 207144470U
- Authority
- CN
- China
- Prior art keywords
- vertical rod
- post
- jackscrew
- cast strip
- dismantling device
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of post-cast strip early-dismantling device, including column fork vertical rod（2）, and it is arranged on column fork vertical rod（2）The jackscrew cushion block at top（5）With the bottom gasket of bottom（1）；The column fork vertical rod（2）Top is provided with height regulation fastener.The utility model is using vertical rod as main stressed member, and top is process using latch and shoe regulation jackscrew position and fixed jackscrew, whole batch production customizations.Compared with the full hall brace type scaffold of tradition, the utility model is simple in construction, easy to operate, dependable performance, and has saved the usage amount of steel pipe, improves all transfer efficients of steel pipe, accelerates construction speed, increase operating efficiency.
Description
Technical field
Construction apparatus field is the utility model is related to, specially a kind of post-cast strip formwork way, is poured after can early tearing open
Band template, prevents the post-cast strip early-dismantling device that post-cast strip returns back to top.
Background technology
With flourishing for building trade, the requirement more and more higher of construction unit operating efficiency.In building construction process
In, it is mostly the lumps of wood and steel pipe scaffold framed bent for what is played a supportive role；And with environmental requirement, and lumps of wood use during
The increase of cost and the deficiencies of be easily deformed, is gradually substituted by steel pipe scaffold framed bent；Although and steel pipe scaffold framed bent
Good supporting function can be played, but installing/dismounting is very cumbersome, consumptive material work consuming is time-consuming to measure very big, substantial amounts of button especially
The use of part and steel pipe, unit in charge of construction need to pay substantial amounts of lease expenses, even own equipment, it is also desirable to provide larger
Space is laid in, and the turnover of this substantial amounts of part is cumbersome, greatly increases the construction cost of enterprise, reduces the market of enterprise
Competitiveness.
Therefore it provides a kind of i.e. convenience for using and having enough to meet the need with the lumps of wood, is easy to storage to transport again, and have enough to meet the need convenient
Building-supporting device, it has been a good problem to study.
The content of the invention
In order to overcome above-mentioned deficiency of the prior art, the utility model, which provides one kind turnover can be repeated several times, to be made
With, and steel pipe scaffold bent-frame bracing can be substituted, the turnover rates such as template are greatly improved, have saved resource, and repeatedly week
After turning, reconstruction can also be melted down, avoids the pollution to environment, the post-cast strip early-dismantling device with green construction benefit.
What the purpose of this utility model was realized in：
A kind of post-cast strip early-dismantling device, including column fork vertical rod 2, and it is arranged on the top at the top of column fork vertical rod 2
Silk pad 5 and the bottom gasket 1 of bottom；The top of column fork vertical rod 2 is provided with height regulation fastener；
Described column fork vertical rod 2 includes the underlying main stress body of rod, and with main stress body of rod one-step casting
Headtree of more of shaping above the main stress body of rod；Described height regulation fastener is arranged on headtree；
Described bottom gasket 1 and the bottom of column fork vertical rod 2 are welded and fixed；
Described height regulation fastener includes being arranged on the latch fastening shoe 4 above headtree, and interior
Widow bolts fasten the latch 3 of shoe 4；The top of latch fastening shoe 4 connects jackscrew simultaneously, and top is provided with the top of jackscrew
Silk pad 5.
Positive beneficial effect：The utility model is using vertical rod as main stressed member, and top is adjusted using latch and shoe
Jackscrew position and fixed jackscrew are saved, whole batch production customizations are process.Compared with the full hall brace type scaffold of tradition, this practicality
New structure is simple, easy to operate, dependable performance, and has saved the usage amount of steel pipe, improves all transfer efficients of steel pipe, adds
Fast construction speed, increases operating efficiency.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 uses structural representation to be of the present utility model；
It is in figure：Bottom gasket 1, the vertical rod 2 of column fork, latch 3, latch fastening shoe 4, jackscrew pad 5.
Embodiment
Below in conjunction with the accompanying drawings, the utility model is described further：
As shown in Figure 1 and Figure 2, a kind of post-cast strip early-dismantling device, including column fork vertical rod 2, and it is arranged on column fork
The jackscrew pad 5 at the top of vertical rod 2 and the bottom gasket 1 of bottom；The top of column fork vertical rod 2 is provided with height regulation fastening
Device；
Described column fork vertical rod 2 includes the underlying main stress body of rod, and with main stress body of rod one-step casting
Headtree of more of shaping above the main stress body of rod；Described height regulation fastener is arranged on headtree；
Described bottom gasket 1 and the bottom of column fork vertical rod 2 are welded and fixed；
Described height regulation fastener includes being arranged on the latch fastening shoe 4 above headtree, and interior
Widow bolts fasten the latch 3 of shoe 4；The top of latch fastening shoe 4 connects jackscrew simultaneously, and top is provided with the top of jackscrew
Silk pad 5.
Embodiment
As shown in figure 1, a kind of post-cast strip early-dismantling device includes：
Bottom gasket 1, for long 100mm, wide 100mm, thick 20mm iron plate；The column fork vertical rod 2 of vertical rod 2, is φ
60x4.0 steel pipes；Latch 3 is diameter 16mm into structural section；Latch shoe 4 be and the supporting anti-skid fastener of latch；Jackscrew pad
Piece 5 is to be supported the use with jackscrew.
The utility model form removal instrument mainly diverges vertical rod 2 as main supporting member with column, is prevented using latch 3 and latch
Sliding device 4 adjusts jackscrew height and fixed jackscrew, so as to which template be fixed.Column fork vertical rod 2 uses φ 60x4.0 steel pipes, by force
Degree is high, can reduce the supporting bars such as bar of sweeping the floor in common support system, cross bar, bridging.Both sides are symmetrically placed, prevented mould
Plate returns back to top phenomenon, while solves the problems, such as the support stress of post-cast strip middle part.
The utility model is using vertical rod as main stressed member, and top is using latch and shoe regulation jackscrew position and admittedly
Determine jackscrew, whole batch production customizations are process.Compared with the full hall brace type scaffold of tradition, the utility model is simple in construction,
It is easy to operate, dependable performance, and the usage amount of steel pipe has been saved, all transfer efficients of steel pipe are improved, accelerate construction speed,
Increase operating efficiency.
Embodiment of above is merely to illustrate preferred embodiment of the present utility model, but the utility model is not limited to
State embodiment, in the field those of ordinary skill possessed knowledge, the spirit and principles of the utility model it
Interior made any modification, equivalent substitute and improvement etc., it all should cover in the claimed technical scheme model of the utility model
Within enclosing.
Claims (5)
- A kind of 1. post-cast strip early-dismantling device, it is characterised in that：Including column fork vertical rod（2）, and be arranged on column fork and stand Bar（2）The jackscrew pad at top（5）With the bottom gasket of bottom（1）；The column fork vertical rod（2）Top is provided with height and adjusted Save fastener.
- A kind of 2. post-cast strip early-dismantling device according to claim 1, it is characterised in that：Described column fork vertical rod（2） It is located at including the underlying main stress body of rod, and with more of main stress body of rod one-step casting shaping above the main stress body of rod Headtree.
- A kind of 3. post-cast strip early-dismantling device according to claim 1, it is characterised in that：Described height regulation fastener It is arranged on headtree.
- A kind of 4. post-cast strip early-dismantling device according to claim 1, it is characterised in that：Described bottom gasket（1）With post Shape fork vertical rod（2）Bottom be welded and fixed.
- A kind of 5. post-cast strip early-dismantling device according to claim 1 or 3, it is characterised in that：Described height regulation fastening Device includes being arranged on the latch fastening shoe above headtree（4）, and interior widow bolts fastening shoe（4）Insert Pin（3）；Latch fastens shoe（4）Top connects jackscrew simultaneously, and jackscrew pad is provided with the top of jackscrew（5）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720879234.7U CN207144470U (en) | 2017-07-19 | 2017-07-19 | A kind of post-cast strip early-dismantling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720879234.7U CN207144470U (en) | 2017-07-19 | 2017-07-19 | A kind of post-cast strip early-dismantling device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207144470U true CN207144470U (en) | 2018-03-27 |
Family
ID=61675997
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720879234.7U Expired - Fee Related CN207144470U (en) | 2017-07-19 | 2017-07-19 | A kind of post-cast strip early-dismantling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207144470U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852020A (en) * | 2020-08-14 | 2020-10-30 | 中建八局第二建设有限公司 | Construction method and system of building core tube |
-
2017
- 2017-07-19 CN CN201720879234.7U patent/CN207144470U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852020A (en) * | 2020-08-14 | 2020-10-30 | 中建八局第二建设有限公司 | Construction method and system of building core tube |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206646813U (en) | A kind of template system for casting concrete post | |
| CN207568180U (en) | Water stopping thresholds formwork ruggedized construction | |
| CN207144470U (en) | A kind of post-cast strip early-dismantling device | |
| CN205998870U (en) | A kind of Portable jack bracket fixing device | |
| CN206458083U (en) | A kind of adjustable building template | |
| CN201362959Y (en) | Floor slab preformed hole device | |
| CN202073313U (en) | Beam fixture | |
| CN204662369U (en) | A kind of slope cantilever large form | |
| CN207469744U (en) | Platform constructing device | |
| CN206562765U (en) | For the alter-pouring strips mould plate and ahead of time branch stake tool of dismantling concrete framework template | |
| CN207260636U (en) | Pipe die reinforced column supporting member | |
| CN206467577U (en) | Cast-in-place box beam bracket | |
| CN204252403U (en) | A kind of positioning stool for Bars In Poured Concrete Slab negative bending moment rib | |
| CN212715942U (en) | Template positioning device | |
| CN202359816U (en) | Layering reinforcing and supporting device for on-situ concrete casting template | |
| CN205116716U (en) | Roof beam formwork support device | |
| CN201424811Y (en) | Special die for reserving opening on concrete cast-in-situ slab pipeline | |
| CN213359377U (en) | Building templates support frame | |
| CN210105278U (en) | Straight insertion type wheel buckle type steel pipe support | |
| CN209156967U (en) | A kind of reinforcing bar bending device | |
| CN208267865U (en) | A kind of backform trolley | |
| CN207420027U (en) | A kind of device for fixing concrete flange template | |
| CN207420029U (en) | A kind of building structural post formwork fastener | |
| CN207904931U (en) | A kind of turnover type excavation slope stable supporting device | |
| CN207700688U (en) | A kind of linking beam formwork structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180327 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |