CN216340982U - Ultrahigh and super-thick wall formwork support system - Google Patents
Ultrahigh and super-thick wall formwork support system Download PDFInfo
- Publication number
- CN216340982U CN216340982U CN202123006567.4U CN202123006567U CN216340982U CN 216340982 U CN216340982 U CN 216340982U CN 202123006567 U CN202123006567 U CN 202123006567U CN 216340982 U CN216340982 U CN 216340982U
- Authority
- CN
- China
- Prior art keywords
- wall
- support
- screw rod
- stagnant water
- water screw
- 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.)
- Active
Links
Images
Abstract
The utility model belongs to the field of buildings, and particularly relates to an ultrahigh and ultra-thick wall formwork supporting system which comprises a plurality of tensioning units and two oppositely arranged wall supporting plates, wherein the outer side surfaces of the two wall supporting plates are respectively provided with a plurality of vertical square steel tubes, the outer sides of the vertical square steel tubes on the two sides are connected through the tensioning units, and each tensioning unit comprises a water stop screw rod, two left round steel tubes and two right round steel tubes. The wall surface support plate support system comprises the plurality of tensioning units and the two wall surface support plates which are arranged oppositely, so that the strength, rigidity and stability of the formwork support system can be ensured, meanwhile, the horizontal support assembly and the oblique inner support can support the wall surface support plates again, and the construction quality and the construction safety of a wall body are ensured.
Description
Technical Field
The utility model belongs to the field of buildings, and particularly relates to an ultrahigh and ultra-thick wall formwork supporting system.
Background
The reinforced concrete wall body outside the underground structure is large in thickness and height, large in volume concrete and high in construction difficulty, and the key is how to ensure the strength, rigidity and stability of the formwork support system.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an ultrahigh and ultra-thick wall formwork support system for solving the problems, which can ensure the strength, rigidity and stability of the formwork support system and ensure the construction quality and construction safety of a wall.
In order to achieve the purpose, the utility model adopts the following technical scheme:
superelevation super thick wall form support system, including a plurality of taut units and two wall backup pads of relative setting, two be provided with a plurality of vertical square steel pipes on the lateral surface of wall backup pad respectively, it is a plurality of taut unit is with both sides the outside of vertical square steel pipe is connected, every taut unit is including stagnant water screw rod, two left side circular steel tubes and two right side circular steel tubes, two are passed respectively at stagnant water screw rod's pull rod both ends the wall backup pad, two left side circular steel tube joints are with the left side chevron checkpost of stagnant water screw rod, and pass through stagnant water screw rod's left side nut is fixed, stagnant water screw rod's right side chevron checkpost is with two right side circular steel tube joints, and pass through stagnant water screw rod's right side nut is fixed.
Preferably, still include horizontal support assembly, horizontal support assembly includes horizontal support and jackscrew, the one end of horizontal support and the outside apical grafting of wall body, the other end of horizontal support with the one end threaded connection of jackscrew, the other end of jackscrew is provided with the arch, protruding with wall backup pad apical grafting.
Preferably, the wall surface support plate further comprises an inclined inner support, one end of the inclined inner support is in abutting joint with the ground, and the other end of the inclined inner support is in abutting joint with the wall surface support plate.
Compared with the prior art, the utility model has the beneficial effects that:
the wall surface support plate support system comprises the plurality of tensioning units and the two wall surface support plates which are arranged oppositely, so that the strength, rigidity and stability of the formwork support system can be ensured, meanwhile, the horizontal support assembly and the oblique inner support can support the wall surface support plates again, and the construction quality and the construction safety of a wall body are ensured.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the utility model and, together with the description, serve to explain the utility model and not to limit the utility model. In the drawings:
FIG. 1 is a diagram illustrating a state of use of the present invention;
FIG. 2 is a schematic view of the structure of the present invention.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
In order to make the technical solutions of the present application better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the embodiments of the present application, and it is obvious that the described embodiments are only some embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
As shown in fig. 1-2, super high super thick wall form support system, including a plurality of taut units and two wall backup pads 1 that set up relatively, two be provided with a plurality of vertical square steel pipes 2 on wall backup pad 1's the lateral surface respectively, it is a plurality of taut unit is with both sides the outside of vertical square steel pipe 2 is connected, every taut unit is including stagnant water screw rod, two left side circular steel tubes 3 and two right side circular steel tubes 4, 5 both ends of pull rod of stagnant water screw rod pass two respectively wall backup pad 1, the left side chevron checkpost 6 of stagnant water screw rod is with two left side circular steel tubes 3 joint, and pass through the left side nut 7 of stagnant water screw rod is fixed, the right side chevron checkpost 8 of stagnant water screw rod is with two right side circular steel tubes 4 joint, and pass through the right side nut 9 of stagnant water screw rod is fixed. The wall surface supporting plate 1 is a wood template.
Still include horizontal support assembly, horizontal support assembly includes horizontal support 10 and jackscrew 11, the one end of horizontal support 10 and the outside apical grafting of wall body, the other end of horizontal support 10 with the one end threaded connection of jackscrew 11, the other end of jackscrew 11 is provided with the arch, protruding with 1 apical grafting of wall backup pad.
The water stop structure is characterized by further comprising an inclined inner support 12, one end of the inclined inner support 12 is connected with the ground in a butting mode, the other end of the inclined inner support 12 is connected with the wall surface supporting plate 1 in a butting mode, a V-shaped fork can be welded to one end of the inclined inner support 12 and can be connected with a pull rod 5 of a water stop screw in a butting mode, and a friction pad is arranged at the other end of the inclined inner support 12.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement, component separation or combination and the like made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.
Claims (3)
1. Superelevation super thick wall form support system, its characterized in that includes the wall backup pad of a plurality of taut units and two relative settings, two be provided with a plurality of vertical square steel pipes on the lateral surface of wall backup pad respectively, it is a plurality of taut unit is with both sides the outside of vertical square steel pipe is connected, every taut unit is including stagnant water screw rod, two left side circular steel tubes and two right side circular steel tubes, two are passed respectively at stagnant water screw rod's pull rod both ends the wall backup pad, stagnant water screw rod's left side chevron checkpost is with two left side circular steel tube joints, and pass through stagnant water screw rod's left side nut is fixed, stagnant water screw rod's right side chevron checkpost is with two right side circular steel tube joints, and pass through stagnant water screw rod's right side nut is fixed.
2. The ultra-high and ultra-thick wall formwork support system of claim 1, further comprising a horizontal support component, wherein the horizontal support component comprises a horizontal support and a jackscrew, one end of the horizontal support is connected with the outer side of the wall in a jacking manner, the other end of the horizontal support is in threaded connection with one end of the jackscrew, and the other end of the jackscrew is provided with a protrusion which is connected with the wall support plate in a jacking manner.
3. The ultra-high and ultra-thick wall form support system of claim 1, further comprising an inclined inner support, wherein one end of the inclined inner support is abutted with the ground, and the other end of the inclined inner support is abutted with the wall support plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123006567.4U CN216340982U (en) | 2021-12-03 | 2021-12-03 | Ultrahigh and super-thick wall formwork support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123006567.4U CN216340982U (en) | 2021-12-03 | 2021-12-03 | Ultrahigh and super-thick wall formwork support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216340982U true CN216340982U (en) | 2022-04-19 |
Family
ID=81156966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123006567.4U Active CN216340982U (en) | 2021-12-03 | 2021-12-03 | Ultrahigh and super-thick wall formwork support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216340982U (en) |
-
2021
- 2021-12-03 CN CN202123006567.4U patent/CN216340982U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204676862U (en) | A kind of one-sided shaped steel cantilever oblique pull suspension scaffold bracing or strutting arrangement | |
| CN216340982U (en) | Ultrahigh and super-thick wall formwork support system | |
| CN214737834U (en) | Simple fastener type steel pipe operation platform | |
| CN207160309U (en) | Structures with semi-rigid joints friction energy dissipation device | |
| CN208347296U (en) | A kind of belt lacing rod piece | |
| CN207435906U (en) | For the bracket of bridge construction | |
| CN210767941U (en) | Box steel column underpins node | |
| CN216840803U (en) | Temporary support structure for replacing shear wall concrete | |
| CN212407800U (en) | Adjustable pump line reinforcing apparatus of damping | |
| CN205382563U (en) | Steel structure support frame | |
| CN208487274U (en) | A kind of ground pump standpipe bracing means being used in turn | |
| CN205976519U (en) | Vertical pump line constructs with fixed knot of floor | |
| CN213268892U (en) | Post-cast strip connection structure is supported to casing string | |
| CN214498388U (en) | Assembled overhanging formwork support bent | |
| CN211369561U (en) | Concrete conveying pipe vertical section fixing device | |
| CN205047987U (en) | Superhigh pressure pump line is at fixed structure of vertical department that transversely transfers | |
| CN210459181U (en) | New and old ground is wall T joint design node even | |
| CN203878779U (en) | Rectangular concrete-filled steel tube column and I-steel beam rebar penetrating type joint | |
| CN207453448U (en) | A kind of bar type wall-attached frame | |
| CN206477596U (en) | A kind of reusable concrete pump pipe mounting system | |
| CN213271380U (en) | Door type unilateral bidirectional anti-seismic support hanger | |
| CN204663002U (en) | The mounting structure of coupling beam and combining structure between Shear Walls limb | |
| CN208718367U (en) | Template component for pipeline construction | |
| CN209743786U (en) | U-shaped connecting base | |
| CN215252212U (en) | Road and bridge crack reinforcing apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |