CN211114808U - Shear-resistant side wall template - Google Patents
Shear-resistant side wall template Download PDFInfo
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- CN211114808U CN211114808U CN201921942292.5U CN201921942292U CN211114808U CN 211114808 U CN211114808 U CN 211114808U CN 201921942292 U CN201921942292 U CN 201921942292U CN 211114808 U CN211114808 U CN 211114808U
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- side wall
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- wall template
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Abstract
The utility model discloses a side wall template shears belongs to subway construction technical field, include: side wall template and bearing structure, the side wall template sets up bearing structure is last, bearing structure includes: side wall support frame, regulation pivot, first position flange, first locating pin. The utility model discloses an adopt bearing structure to go up the side wall and support the riser and drive the arbitrary angle rotation of side wall template, can realize its construction that is used for multiple occasion, then support the riser through adopting the side wall to support the position flange of riser both sides and support the locating pin cooperation on the grudging post and fix and go up the side wall, external environment is little to the influence of construction, has improved construction speed and construction quality greatly. The utility model discloses simple structure supports stably, guarantees that the lateral wall concrete is firm convenient with maintenance and support construction installation, has good anti-seismic performance and asks. The whole mechanism is simpler and more scientific and meets the design requirements at present.
Description
Technical Field
The utility model discloses a side wall template shears belongs to subway construction technical field.
Background
At present, a subway or light rail station structure is a cast-in-place reinforced concrete frame structure, structural construction is carried out from a base upwards by adopting a forward construction method, the construction follows the construction principle of 'vertical layering, longitudinal segmentation and bottom-to-top', the construction is integrally carried out on each horizontal layer, and the construction is carried out from bottom to top vertically from a bottom plate. The cast-in-place concrete structure has the advantages of good waterproofness and anti-seismic performance, capability of adapting to the change of a structural system and the like, and the construction speed of the fabricated structure is high.
The station main body enclosure structure adopts an underground continuous wall and an inner support supporting system. The concrete square volume that station major structure side wall was once pour is great, and the side wall template is unilateral formwork, and there is the side wall concrete in current traditional full hall support system and pours the difficulty, the maintenance is difficult, template and support turnover cycle length and the complicated scheduling problem of construction.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve present traditional full hall support system and have the side wall concrete and pour difficulty, maintenance difficulty, template and support turnover cycle length and construction complex problem, provide a support stable, guarantee that the side wall concrete just stabilizes convenient side wall template that shears with maintenance and support construction installation.
The utility model discloses the problem that will solve is realized by following technical scheme:
a shear side wall form comprising: side wall template and bearing structure, the side wall template sets up bearing structure is last, bearing structure includes: the side wall support frame is composed of a support bottom frame and support vertical frames arranged on two sides of the top of the support bottom frame, a rotatable adjusting rotating shaft is arranged at one end of the top of each support vertical frame, a side wall support vertical plate is fixed on the adjusting rotating shaft, a first position flange is arranged on one side of each side wall support vertical plate, the axis of each first position flange is located on the same axis with the adjusting rotating shaft, a plurality of first template locating holes are formed in the side edge of each first position flange, a first movable locating pin is arranged on each support vertical frame, the first locating pin can move in each first template locating hole, and a side wall template is fixed on one side, far away from the support bottom frame, of each side wall support vertical plate.
Preferably, the support structure further comprises: and the reinforcing square steel frame is arranged between the side wall template and the side wall supporting vertical plate.
Preferably, a second position flange is arranged on the other side of the side wall supporting vertical plate, the axis of the second position flange and the axis of the adjusting rotating shaft are on the same axis, a plurality of second template positioning holes are formed in the edge of the side face of the second position flange, a movable second positioning pin is arranged on the supporting vertical frame, and the second positioning pin can move in the second template positioning holes.
Preferably, the angle between the axes of the plurality of first template positioning holes and the axis of the first position flange is 30 degrees.
Preferably, ground anchors are arranged at four corners of the bottom of the supporting underframe.
Preferably, a connecting square steel is further arranged between the supporting vertical frames on the two sides of the top of the supporting bottom frame, and a first auxiliary support is arranged on one side, close to the side wall supporting vertical plate, of the connecting square steel.
Preferably, the top of the supporting vertical frame is respectively provided with a second auxiliary support.
Preferably, a construction platform frame is arranged on one side, far away from the side wall template, of the side wall supporting vertical plate.
The utility model discloses for the beneficial effect that has now:
the utility model discloses an adopt bearing structure to go up the side wall and support the riser and drive the arbitrary angle rotation of side wall template, can realize its construction that is used for multiple occasion, then support the riser through adopting the side wall to support the position flange of riser both sides and support the locating pin cooperation on the grudging post and fix and go up the side wall, external environment is little to the influence of construction, has improved construction speed and construction quality greatly. The utility model discloses simple structure supports stably, guarantees that the lateral wall concrete is firm convenient with maintenance and support construction installation, has good anti-seismic performance and asks. The whole mechanism is simpler and more scientific and meets the design requirements at present.
Drawings
Fig. 1 is an axial view of the present invention.
Fig. 2 is a schematic view of another angle of the present invention.
Fig. 3 is a schematic structural view of the first position flange of the present invention.
Fig. 4 is a schematic view of the construction of the present invention.
Detailed Description
The invention will be further explained below with reference to the accompanying figures 1-4:
the technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
As shown in fig. 1, a first embodiment of the present invention provides a shear wall template based on the prior art, including: side wall template 1 and bearing structure, side wall template 1 is installed bearing structure is last, and bearing structure includes: the side wall support frame 21 comprises a support bottom frame and support vertical frames arranged on two sides of the top of the support bottom frame, one end of the top of each support vertical frame is provided with a rotatable adjusting rotating shaft through a roller bearing, a side wall support vertical plate 25 is fixedly welded on the adjusting rotating shaft, a first position flange 22 is fixedly welded on one side of the side wall support vertical plate 25, the axis of the first position flange 22 and the adjusting rotating shaft are on the same axis, when the side wall support vertical plate 25 rotates on the support vertical frame through the adjusting rotating shaft, the first position flange 22 also rotates synchronously with the side wall support vertical plate 25, a plurality of first template positioning holes 221 are arranged on the side edge of the first position flange 22, as shown in fig. 3, and the angle between the axes of the plurality of first template positioning holes 221 and the axis of the first position flange 22 is 30 degrees. The top of the supporting vertical frame is provided with a movable first positioning pin 23, the first positioning pin 23 can move in the first template positioning hole 221, and the side wall template 1 is arranged on one side of the side wall supporting vertical plate 25 far away from the supporting bottom frame. When the side wall supporting vertical plate 25 drives the side wall formwork 1 to rotate to the designated position on the supporting vertical frame through the adjusting rotating shaft, the side wall supporting vertical plate 25 can not rotate any more when moving to the first formwork positioning hole 221 through the first positioning pin 23, so that the side wall formwork 1 is locked at the designated position through the cooperation of the first positioning pin 23 and the first position flange 22, and then the next construction is carried out.
In order to increase the bearing capacity of the side wall formwork 1, the support structure further comprises: and the reinforcing square steel frame 26 is arranged between the side wall template 1 and the side wall supporting vertical plate 25, one side of the reinforcing square steel frame 26 is fixed on the side wall supporting vertical plate 25 through bolts, and the other side of the reinforcing square steel frame 26 is welded on the side wall template 1.
In order to symmetrically lock the side wall supporting vertical plate 25 to strengthen the locking force, a second position flange 28 is welded on the other side of the side wall supporting vertical plate 25, as shown in fig. 2, the axis of the second position flange 28 and the adjusting rotating shaft are on the same axis, a second template positioning hole is arranged on the side edge of the second position flange 28, the structure of the second position flange 28 is the same as that of the first position flange 22, a movable second positioning pin 27 is arranged on the top of the supporting vertical frame, and the second positioning pin 27 can move in the second template positioning hole. The ground anchor 3 is installed through supporting chassis bottom four corners department to bearing structure's fixing.
In order to be able to support the bearing capacity of side wall template 1 and side wall support riser 25 auxiliarily, the connection square steel has still been welded between the support grudging post of support chassis top both sides, in order to prevent to collide with the connection square steel when side wall support riser 25 drives side wall template 1 and rotates on the support grudging post through adjusting the pivot and lead to being connected the square steel and damage, there is first auxiliary stay 214 one side of connecting the square steel and being close to side wall support riser 25 through bolt fixed mounting, collide with the support grudging post and lead to supporting the grudging post to damage when preventing to drive side wall template 1 and rotate on the support grudging post through adjusting the pivot when side wall support riser 25, there is second auxiliary stay 213 at the support grudging post top through bolt fixed mounting. The first auxiliary support 214 and the second auxiliary support 213 are made of neoprene.
In order to facilitate detection and pouring of constructors, one end, far away from the ground, of the side wall supporting vertical plate 25 is welded with the construction platform frame 24 when the side, far away from the side wall formwork 1, of the side wall supporting vertical plate stands up.
The specific working mode is as follows:
as shown in figure 4, during construction, the shear wall template is placed at a designated position, and the supporting underframe is fixed by the ground anchor 3. When the side wall supporting vertical plate 25 is rotated by a constructor, the side wall supporting vertical plate 25 drives the side wall template 1 to rotate to a specified position on the supporting vertical frame through the adjusting rotating shaft, the side wall supporting vertical plate 25 moves into the first template positioning hole 221 through the first positioning pin 23, the side wall supporting vertical plate moves into the second template positioning hole through the second positioning pin 27, then the side wall supporting vertical plate 25 and the side wall template 1 cannot continue to rotate, and therefore the side wall template 1 is locked at the specified position by matching the first positioning pin 23 with the first position flange 22 and matching the second positioning pin 27 with the second position flange 28, and construction is performed on the next step.
Claims (8)
1. The utility model provides a shear side wall template which characterized in that includes: side wall template and bearing structure, the side wall template sets up bearing structure is last, bearing structure includes: the side wall support frame is composed of a support bottom frame and support vertical frames arranged on two sides of the top of the support bottom frame, a rotatable adjusting rotating shaft is arranged at one end of the top of each support vertical frame, a side wall support vertical plate is fixed on the adjusting rotating shaft, a first position flange is arranged on one side of each side wall support vertical plate, the axis of each first position flange is located on the same axis with the adjusting rotating shaft, a plurality of first template locating holes are formed in the side edge of each first position flange, a first movable locating pin is arranged on each support vertical frame, the first locating pin can move in each first template locating hole, and a side wall template is fixed on one side, far away from the support bottom frame, of each side wall support vertical plate.
2. The shear wall template of claim 1, wherein the support structure further comprises: and the reinforcing square steel frame is arranged between the side wall template and the side wall supporting vertical plate.
3. The shear wall template according to claim 2, wherein a second position flange is disposed on the other side of the vertical side wall supporting plate, the axis of the second position flange and the axis of the adjusting rotating shaft are on the same axis, a plurality of second template positioning holes are disposed on the edge of the side surface of the second position flange, a movable second positioning pin is disposed on the supporting vertical frame, and the second positioning pin can move in the second template positioning hole.
4. The shear wall template of claim 3, wherein the angle between the axes of the first template positioning holes and the axis of the first position flange is 30 degrees.
5. The shear wall template as claimed in claim 4, wherein ground anchors are arranged at four corners of the bottom of the supporting underframe.
6. The shear wall template according to claim 5, wherein a connecting square steel is further arranged between the supporting vertical frames at two sides of the top of the supporting underframe, and a first auxiliary support is arranged at one side of the connecting square steel close to the side wall supporting vertical plate.
7. The shear wall template as claimed in claim 6, wherein the top of each of the support uprights is provided with a second auxiliary support.
8. The shear wall template according to claim 7, wherein a construction platform frame is arranged on one side of the side wall supporting vertical plate away from the side wall template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921942292.5U CN211114808U (en) | 2019-11-11 | 2019-11-11 | Shear-resistant side wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921942292.5U CN211114808U (en) | 2019-11-11 | 2019-11-11 | Shear-resistant side wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211114808U true CN211114808U (en) | 2020-07-28 |
Family
ID=71688647
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921942292.5U Active CN211114808U (en) | 2019-11-11 | 2019-11-11 | Shear-resistant side wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211114808U (en) |
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2019
- 2019-11-11 CN CN201921942292.5U patent/CN211114808U/en active Active
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