CN219931047U - Adjustable tripod inclined plane template strutting arrangement - Google Patents

Abstract

The utility model provides an adjustable tripod inclined plane template supporting device which comprises a plurality of adjustable tripods, wherein each adjustable tripod comprises a first supporting rod, a second supporting rod and a third supporting rod, two ends of each of the first supporting rod, the second supporting rod and the third supporting rod are respectively fixed and are detachably and fixedly connected, the position and the angle of the connection of the second supporting rod and the third supporting rod are adjustable, a plurality of embedded parts are arranged on one side of each third supporting rod, the third supporting rod is detachably and fixedly connected with the embedded parts, a supporting structure is arranged on each of the plurality of adjustable tripods, the supporting structure comprises a pedal, a guardrail structure is arranged on one side of each adjustable tripod, far away from the inclined plane template, and the adjustable tripod template supporting device is arranged so as to conveniently stand on the pedal for vibrating concrete.

Description

Adjustable tripod inclined plane template strutting arrangement

Technical Field

The utility model relates to the technical field of formwork support for concrete construction of hydraulic engineering inclined plane structures, in particular to an adjustable tripod inclined plane formwork support device.

Background

In hydraulic engineering concrete structure construction, gravity type barricade or other concrete structure all have the concrete placement of inclination or inclined plane position, generally set up the equidistant template of pouring in barricade one side, pour the space between template and the barricade outward, pour the concrete from top to bottom behind the concrete solidification, when adopting conventional formwork method construction, generally upwards go on pouring the overlap joint of template in proper order in succession by the barricade foot, pour the concrete to the inboard layering of overlap joint good template, need the manual work to vibrate when pouring the concrete, therefore need set up the scaffold frame in template one side separately, the manual work stands and vibrates the undried concrete on the scaffold frame, all need measuring staff and template worker to check template opening line and template inclined plane angle repeatedly before every storehouse concrete placement, installation effectiveness is relatively low, and there is certain requirement to the template worker skill level.

The utility model discloses a turnover formwork steel pipe frame, which comprises a turnover formwork steel pipe frame, wherein the turnover formwork steel pipe frame comprises an inclined plane formwork 13, a transverse steel pipe 18 and a longitudinal steel pipe 17 are fixedly connected to the upper surface of the inclined plane formwork 13, tie bars 16 are fixedly connected to the lower surface of the inclined plane formwork 13, the tie bars 16 are screw-thread steel, one end of each tie bar 16 is embedded in a construction joint 15, and the inner side of the inclined plane formwork 13 is newly poured concrete 14.

When the gravity type concrete retaining wall structure is higher, correspondingly, higher pouring templates are required to be built, the situation that the number of on-site templates is insufficient possibly occurs, because concrete is poured from bottom to top in a layered mode, the template square timber of the foot portion of the retaining wall is limited by the scaffold erected on the outer side, therefore, the partial templates of the foot portion are difficult to detach, even if the scaffold is removed, whether the concrete of the foot portion is solidified at the moment cannot be judged, if the bottom template is detached, the concrete on the inner side of the template is not completely solidified, engineering accidents can occur, therefore, the foot template cannot be detached and then is used for replenishing the upper layer for turnover, the scaffold is removed after the concrete is completely poured and solidified, the template is detached from top to bottom, enough templates are required to be lapped to be high before construction, the work load of detaching and secondary installation of the scaffold and the template is large, labor and time are wasted, and construction safety and construction progress are not easy to guarantee.

Disclosure of Invention

The utility model aims to overcome the defects of the prior art, and provides an adjustable tripod inclined plane template supporting device which can solve the problems that a template can only be removed from top to bottom after concrete is solidified in the conventional formwork supporting method construction and the lower template cannot be removed and upwards circulated for use.

For this purpose, the utility model adopts the following technical scheme:

the utility model provides an adjustable tripod inclined plane template strutting arrangement, includes a plurality of adjustable tripods, adjustable tripod includes first bracing piece, second bracing piece and third bracing piece, first bracing piece, the second bracing piece with the both ends of third bracing piece are fixed each other and be detachable fixed connection respectively, the inclination of third bracing piece with inclined plane template's inclination is the same, the second bracing piece with the position and the angularly adjustable that the third bracing piece is connected, one side of third bracing piece is equipped with a plurality of built-in fittings, the third bracing piece with built-in fitting detachably fixed connection, a plurality of same height be equipped with bearing structure above the adjustable tripod, bearing structure is including the footboard that is located first bracing piece top, and the footboard can supply to stand and walk.

On the basis of adopting the technical scheme, the utility model can also adopt the following further technical schemes or use the further technical schemes in combination:

and a guardrail structure is arranged on one side of the adjustable tripod, which is far away from the inclined plane template.

The two ends of the first support rod, the second support rod and the third support rod are respectively provided with a support rod through hole, wherein a plurality of support rod through holes are respectively formed in one end, connected with each other, of the second support rod and one end, connected with each other, of the third support rod, and the support rod through holes of the first support rod, the second support rod and the third support rod are aligned in pairs and are respectively fixedly connected through bolts.

The third support rod is an L-shaped angle steel with two installation side surfaces, one of the installation side surfaces of the third support rod is fixedly connected with the first support rod and the second support rod, a plurality of embedded part through holes are formed in the other installation side surface of the third support rod, and the embedded part through holes are used for connecting embedded parts.

The supporting structure further comprises a plurality of connecting pieces, the plurality of connecting pieces are uniformly arranged on the upper surface of the adjustable tripod at intervals and located at the same horizontal position, the connecting pieces are fixedly connected with the adjustable tripod in a detachable mode, and the pedal is fixedly connected onto the connecting pieces in a detachable mode.

The connecting piece is a hollow steel pipe.

The pedal is woven by bamboo chips.

The guardrail structure includes the inserted bar of above fixed connection of first bracing piece, the inserted bar is located first bracing piece with the handing-over department of second bracing piece, vertical steel pipe has been cup jointed to the outside of inserted bar, a plurality of be connected with horizontal steel pipe between the vertical steel pipe, horizontal steel pipe is followed the length direction interval setting of vertical steel pipe, horizontal steel pipe with through cross steel pipe fastener detachably fixed connection between the vertical steel pipe.

Compared with the prior art, the utility model has the following advantages: the adjustable tripod template supporting device is arranged on the inclined plane of the cast-in-place concrete structure, the inclination angle of the third supporting rod is flexibly adjusted according to the inclined plane angle of the concrete structure, and the inclination of the concrete structure surface is seamlessly attached to form the template supporting device which can be used for standing and walking, so that concrete vibrating work can be conveniently carried out on a pedal, meanwhile, the adjustable tripod provides supporting force for the template above the adjustable tripod, the template above or below the adjustable tripod can be removed, the removed template can be continuously paved upwards, turnover use is realized, the work safety is higher, the time for supporting and removing the template is shortened, and the construction efficiency is higher; the adjustable tripod is convenient to mount and dismount in the field in batch in advance in a processing plant, so that the turnover utilization rate of the templates and the supporting devices is effectively increased, and the template mounting and dismounting efficiency is improved.

Drawings

FIG. 1 is a front view of an adjustable tripod of the present utility model;

FIG. 2 is a side view of the adjustable tripod of the present utility model;

FIG. 3 is a schematic view showing the structure of a third support bar according to the present utility model;

FIG. 4 is a schematic diagram of the use of the adjustable tripod inclined plane formwork support apparatus of the present utility model;

fig. 5 is a schematic diagram of the guardrail structure of the adjustable tripod inclined plane template supporting apparatus of the present utility model.

Detailed Description

For a better understanding of the technical solutions of the present utility model by those skilled in the art, a preferred embodiment of the present utility model is described below with reference to specific examples, which are illustrated in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar functional elements throughout, but it is understood that the drawings are for illustrative purposes only and are not to be construed as limiting the utility model; for the purpose of better illustrating the embodiments, certain elements of the drawings may be omitted, enlarged or reduced and do not represent the actual product dimensions; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted in order to illustrate the utility model only and not to limit the utility model.

The utility model is further illustrated by the following figures and examples, which are not intended to be limiting.

The utility model provides an adjustable tripod inclined plane template supporting device, which comprises a plurality of adjustable tripods, wherein each adjustable tripod comprises a first supporting rod 1, a second supporting rod 2 and a third supporting rod 3, two ends of the first supporting rod 1, the second supporting rod 2 and the third supporting rod 3 are respectively fixed and are detachably and fixedly connected, the inclination angle of the third supporting rod 3 is the same as that of an inclined plane template, the connection position and angle of the second supporting rod 2 and the third supporting rod 3 are adjustable, a plurality of embedded parts 5 are arranged on one side of the third supporting rod 3, the third supporting rod 3 and the embedded parts 5 are detachably and fixedly connected, a supporting structure is arranged on each adjustable tripod of the same height, each supporting structure comprises a pedal 12 positioned above the first supporting rod 1, and the pedals 12 can be used for standing and walking.

In this embodiment, the first support bar 1 is located on a horizontal plane, so that the pedal 12 is laid and kept horizontal, and thus, the staff can stand and walk conveniently.

One side of the adjustable tripod, which is far away from the inclined plane template, is provided with a guardrail structure.

In this embodiment, every pouring a layer of concrete, insert the built-in fitting 5 from the outside inside the concrete before the concrete initial setting, a plurality of built-in fittings 5 are arranged in a row from the bottom up, a plurality of rows are pre-buried to the same layer, judge the solidification degree of concrete according to the firmness degree of built-in fitting 5, after the concrete solidifies, set up bearing structure and guardrail structure with a row of built-in fitting 5 with the third bracing piece 3 of adjustable tripod, form the inclined plane template strutting arrangement that can supply standing and walking on the last a plurality of adjustable tripod of installing, thereby conveniently stand on footboard 12 and carry out the vibration work of concrete, adjustable tripod provides holding power for the template of its top simultaneously, can demolish the template below the adjustable tripod, and can continue upwards laying the template of demolishing, turnover use.

The two ends of the first support rod 1, the second support rod 2 and the third support rod 3 are respectively provided with a support rod through hole 6, wherein a plurality of support rod through holes 6 are respectively arranged at one end of the second support rod 2 and one end of the third support rod 3, which are mutually connected, and the support rod through holes 6 of the first support rod 1, the second support rod 2 and the third support rod 3 are aligned in pairs and are respectively and fixedly connected through bolts 7; the bolts 7 are detachable bolts, and the first support rod 1, the second support rod 2 and the third support rod 3 can be respectively split into separate individuals by removing the bolts 7.

The third support rod 3 is L-shaped angle steel with two installation side surfaces, one of the installation side surfaces of the third support rod 3 is fixedly connected with the first support rod 1 and the second support rod 2, the other installation side surface of the third support rod 3 is provided with a plurality of embedded part through holes 8, and the embedded part through holes 8 are used for connecting embedded parts 5.

In this embodiment, the embedded part 5 is an embedded bolt, and the embedded part 5 passes through the embedded part through hole 8 of the third support rod 3 and is fixedly connected with the third support rod 3 through a nut.

The supporting structure further comprises a plurality of connecting pieces 18, the plurality of connecting pieces 18 are uniformly arranged on the upper surfaces of the adjustable triangular frames which are positioned at the same horizontal position at intervals, the connecting pieces 18 are detachably and fixedly connected with the adjustable triangular frames, and the pedal 12 is detachably and fixedly connected with the upper surfaces of the connecting pieces 18.

The connecting piece 18 is a hollow steel pipe.

The pedal 12 is woven from bamboo chips.

In this embodiment, the connecting piece 18 is fixedly connected with the first supporting rod 1 of the adjustable tripod through iron wire binding, and the connecting piece 18 is fixedly connected with the pedal 12 through iron wire binding.

The guardrail structure includes the inserted bar 4 of above fixed connection of first bracing piece 1, and inserted bar 4 is located the junction of first bracing piece 1 and second bracing piece 2, and vertical steel pipe 11 has been cup jointed to the outside of inserted bar 4, is connected with horizontal steel pipe 10 between a plurality of vertical steel pipes 11, and horizontal steel pipe 10 sets up along the length direction interval of vertical steel pipe 11, through cross steel pipe fastener 9 detachably fixed connection between horizontal steel pipe 10 and the vertical steel pipe 11.

In this embodiment, the cross steel pipe fastener 9 is a general standard.

The utility model provides an adjustable tripod inclined plane template supporting device, which comprises the following specific implementation steps:

a. off-site prefabricated adjustable tripod

The stainless steel angle steel is processed outside the field, the first support rod 1 is made of the stainless steel angle steel, the specification is 60mm multiplied by 6mm, the length is 0.9-1 m, the stainless steel angle steel is respectively connected with the third support rod 3 and the second support rod 2 through bolts, the inserted rod 4 is welded on the first support rod 1, and the length of the inserted rod 4 is 50mm; the second support rod 2 adopts stainless steel angle steel, the specification is 60mm multiplied by 6mm, and the length is 1m; the third support rod 3 adopts stainless steel angle steel with the specification of 60mm multiplied by 6mm and the length of 1 m-1.5 m; a plurality of support rod through holes 6 are formed in one end, connected with the second support rod 2 and the third support rod 3, of each other, and the hole distance is 50mm;

b. first storehouse concrete fixing embedded part

The first-bin concrete pouring adopts a turnover template steel pipe frame, the turnover template steel pipe frame comprises an inclined plane template 13, a transverse steel pipe 18 and a longitudinal steel pipe 17 are fixedly connected to the upper surface of the inclined plane template 13, a lacing wire 16 is fixedly connected to the lower surface of the inclined plane template 13, the lacing wire 16 is made of screw steel, one end of the lacing wire 16 is pre-buried in a construction joint 15, the pre-buried length is not less than 50cm, an embedded part 5 is inserted before the initial setting of the newly poured concrete 14-bin surface concrete, the pre-buried length is not less than 50cm, and the exposed length is not less than 50cm;

c. fixed adjustable tripod

After the embedded part 5 is fixed, the adjustable tripod is fixed according to the position of the upper embedded part 5 and is sequentially arranged at the same elevation interval of 2 m;

d. structure for erecting pedal and guardrail

The pedal 12 is woven into a fence shape by adopting bamboo chips, a connecting piece 18 under the bamboo chips is fastened by iron wires, the connecting piece 18 is connected with the first supporting rod 1 by binding iron wires, the guardrail structure is sleeved on the inserted rod 4 by adopting a vertical steel pipe 11 with the length of 1.2m, a transverse steel pipe 10 is arranged between adjacent adjustable triangular frames, and the transverse steel pipe 10 is connected with the vertical steel pipe 11 through a cross steel pipe fastener 9;

e. upward erection Zhou Zhuaimo plate steel pipe rack

A Zhou Zhuaimo steel pipe rack can be continuously erected upwards on the pedal 12, the turnover template steel pipe rack comprises an inclined plane template 13, a transverse steel pipe 18 and a longitudinal steel pipe 17 are fixedly connected to the upper surface of the inclined plane template 13, a lacing wire 16 is fixedly connected to the lower surface of the inclined plane template 13, the lacing wire 16 is made of screw steel, one end of the lacing wire 16 is pre-buried in a construction joint 15, and the pre-buried length is not less than 50cm;

f. pouring concrete

Pouring in a bin by using a pump truck or a chute, manually standing on the pedal 12 to vibrate the concrete, and avoiding touching tie bars in the bin during vibration;

g. insert the embedded part before the initial setting of the concrete of the storehouse surface

Before the initial setting of the warehouse surface concrete of the newly poured concrete, an embedded part 5 is inserted, the embedded part is not less than 50cm, and the exposed part is not less than 50cm;

h. curing until the concrete in the next warehouse is poured

And c, repeating the steps c to g until the design elevation of the retaining wall or the concrete structure is reached.

The present utility model is described and illustrated in the drawings, and one skilled in the art can easily make or use an adjustable tripod inclined plane formwork support apparatus of the present utility model and can produce the positive effects described in the present utility model.

It is noted that the terms "comprising" and "having" and any variations thereof in the description of the utility model and the claims and the foregoing drawings are intended to cover non-exclusive inclusions. The terms "mounted," "configured," "provided," "connected," and "sleeved" are to be construed broadly. For example, it may be a fixed connection, a removable connection, or a unitary construction; may be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two mechanisms, elements, or components. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.

In the description of the present utility model, it should be understood that the terms "one end," "another end," "outer side," "inner side," "horizontal," "end," "length," "outer end," "left," "right," and the like indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, merely to facilitate description of the present utility model and simplify the description, and do not indicate or imply that the mechanisms or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present utility model. The terms "first," "second," and the like, are also used for simplicity of description only and are not indicative or implying relative importance.

Furthermore, variations to the disclosed embodiments can be understood and effected by those skilled in the art in practicing the claimed utility model, from a study of the drawings, the disclosure, and the appended claims. Furthermore, in the claims, the specification, the words "comprise", "comprising", and the like do not exclude other elements or steps, and the non-plural terms do not exclude a plurality.

The foregoing description is only illustrative of the preferred embodiments of the present utility model and is not intended to limit the scope of the utility model, i.e. all equivalent changes and modifications that may be made in accordance with the present utility model are covered by the appended claims, which are not intended to be construed as limiting.

Claims (8)

1. The utility model provides an adjustable tripod inclined plane template strutting arrangement, its characterized in that, includes a plurality of adjustable tripods, adjustable tripod includes first bracing piece (1), second bracing piece (2) and third bracing piece (3), first bracing piece (1) second bracing piece (2) with the both ends of third bracing piece (3) are fixed each other respectively and be detachable fixed connection, the inclination of third bracing piece (3) with the inclination of inclined plane template is the same, second bracing piece (2) with position and the angularly adjustable that third bracing piece (3) are connected, one side of third bracing piece (3) is equipped with a plurality of built-in fitting (5), third bracing piece (3) with built-in fitting (5) detachably fixed connection, a plurality of adjustable tripod's of same height are equipped with bearing structure above, bearing structure is including being located footboard (12) of first top, footboard (12) can stand and walk.

2. An adjustable tripod inclined plane template supporting apparatus as defined in claim 1, wherein a side of said adjustable tripod remote from said inclined plane template is provided with a guardrail structure.

3. The adjustable tripod inclined plane template supporting device according to claim 1, wherein two ends of the first supporting rod (1), the second supporting rod (2) and the third supporting rod (3) are respectively provided with supporting rod through holes (6), one end, connected with each other, of the second supporting rod (2) and the third supporting rod (3) is respectively provided with a plurality of supporting rod through holes (6), and the supporting rod through holes (6) of the first supporting rod (1), the second supporting rod (2) and the third supporting rod (3) are aligned in pairs and are respectively and fixedly connected through bolts (7).

4. The adjustable tripod inclined plane template supporting device according to claim 1, wherein the third supporting rod (3) is an L-shaped angle steel with two installation side surfaces, one installation side surface of the third supporting rod (3) is fixedly connected with the first supporting rod (1) and the second supporting rod (2), a plurality of embedded part through holes (8) are formed in the other installation side surface of the third supporting rod (3), and the embedded part through holes (8) are used for connecting embedded parts (5).

5. An adjustable tripod inclined plane formwork support device as claimed in claim 1, wherein said support structure further comprises a plurality of connecting members (18), a plurality of said connecting members (18) are uniformly arranged on the upper surface of said adjustable tripod at intervals at the same horizontal position, said connecting members (18) are detachably and fixedly connected with said adjustable tripod, and said pedal (12) is detachably and fixedly connected with the upper surface of said connecting members (18).

6. An adjustable tripod inclined plane formwork support apparatus as claimed in claim 5, wherein said connecting member (18) is a hollow steel tube.

7. An adjustable tripod inclined plane formwork support apparatus as claimed in claim 1, wherein said pedals (12) are woven from bamboo strips.

8. The adjustable tripod inclined plane template supporting device according to claim 2, wherein the guardrail structure comprises inserted bars (4) fixedly connected with the upper surface of the first supporting rod (1), the inserted bars (4) are positioned at the joint of the first supporting rod (1) and the second supporting rod (2), vertical steel pipes (11) are sleeved outside the inserted bars (4), a plurality of vertical steel pipes (11) are connected with transverse steel pipes (10), the transverse steel pipes (10) are arranged at intervals along the length direction of the vertical steel pipes (11), and the transverse steel pipes (10) are detachably and fixedly connected with the vertical steel pipes (11) through cross steel pipe fasteners (9).