CN218786809U

CN218786809U - Support device for concrete bottom template

Info

Publication number: CN218786809U
Application number: CN202222622836.8U
Authority: CN
Inventors: 王海胜; 李臻; 陈志超
Original assignee: Guoneng Dadu River Jinchuan Hydropower Construction Co ltd
Current assignee: Guoneng Dadu River Jinchuan Hydropower Construction Co ltd
Priority date: 2022-09-30
Filing date: 2022-09-30
Publication date: 2023-04-04
Anticipated expiration: 2032-09-30

Abstract

The utility model relates to a concrete bottom form strutting arrangement, strutting arrangement includes first steel mould platform truck (1), second steel mould platform truck (2) and scaffold frame (3), first steel mould platform truck (1) with second steel mould platform truck (2) set up and link together through connection structure (4) in the interval on the first direction of direction about the perpendicular to, first steel mould platform truck (1) with second steel mould platform truck (2) homoenergetic is in the removal on the first direction, wherein, scaffold frame (3) install in the top of first steel mould platform truck (1), scaffold frame (3) with the top of second steel mould platform truck (2) is used for supporting concrete bottom form respectively. The supporting device can solve the technical problems that the engineering quantity caused by the full framing scaffold is large, and the construction period control and the construction cost control are not facilitated.

Description

Support device for concrete bottom template

Technical Field

The utility model relates to a concrete construction technical field specifically relates to a strutting arrangement of concrete bottom template.

Background

In the related art, in the construction process of a bottom formwork of concrete applied to water conservancy and hydropower junction engineering such as a breast wall of a water inlet tower and a gradual change section of a cavern, a full scaffold is usually erected as a support system, however, the full scaffold has a large engineering quantity and is not beneficial to construction period control and construction cost control.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a concrete bottom template's strutting arrangement, this strutting arrangement can solve the engineering volume that adopts full hall scaffold to lead to big, is unfavorable for the technical problem of construction period control and construction cost control.

In order to realize above-mentioned purpose, this disclosure provides a concrete bottom form strutting arrangement, strutting arrangement includes first steel mould platform truck, second steel mould platform truck and scaffold frame, first steel mould platform truck with second steel mould platform truck sets up and links together through connection structure in the interval on the first direction of direction about the perpendicular to, first steel mould platform truck with second steel mould platform truck homoenergetic is in the removal in the first direction, wherein, the scaffold frame install in the top of first steel mould platform truck, the scaffold frame with the top of second steel mould platform truck is used for supporting concrete bottom form respectively.

Optionally, the connecting structure comprises a connector connecting a top of the first die carriage and a top of the second die carriage together, the connector extending in a first direction.

Optionally, the connecting member includes a plurality of connecting rods arranged at intervals along a second direction perpendicular to the up-down direction and the first direction, each of the connecting rods being arranged to extend along the first direction.

Optionally, both ends of each connecting rod in the first direction are respectively and fixedly connected to the first steel mould trolley and the second steel mould trolley.

Optionally, the support means comprises a support plate overlapping the plurality of the connecting rods.

Optionally, the supporting plate includes a plurality of supporting sub-plates sequentially arranged along a first direction, and each supporting sub-plate extends along a second direction.

Optionally, the top of first steel form trolley is fixed with a plurality of first bracing pieces that extend along the upper-lower direction, the scaffold includes the stand, wherein, every first bracing piece is used for supplying one the stand is pegged graft.

Optionally, first steel mould platform truck is provided with the reinforcing plate in the both sides of second direction, the second direction perpendicular to the upper and lower direction with the first direction is arranged, every all be fixed with a plurality of second bracing pieces that extend along the upper and lower direction on the reinforcing plate, the scaffold includes the stand, wherein, every the second bracing piece is used for supplying one the stand is pegged graft.

Optionally, each reinforcing plate is fixed with a connecting column, and the connecting column is used for being fixedly connected with an external supporting structure.

Optionally, the bottom of the first steel mould trolley and the bottom of the second steel mould trolley are provided with walking rails, the walking rails extend along a first direction, and the first steel mould trolley and the second steel mould trolley can move along respective walking rails.

Through the technical scheme, in the concrete bottom template strutting arrangement that this disclosure provided, first steel mould platform truck and second steel mould platform truck homoenergetic can follow the first direction and remove, and because first steel mould platform truck and second steel mould platform truck interval arrangement on the first direction, consequently, the strutting arrangement of this disclosure can adjust first steel mould platform truck and second steel mould platform truck position on the first direction in a flexible way, and then support concrete bottom template under the adaptation different positions, here, this disclosure is through combining first steel mould platform truck and scaffold together, can assemble strutting arrangement fast, the engineering volume has effectively been reduced, the engineering volume that has solved promptly and has adopted full hall scaffold to lead to is big, be unfavorable for construction period control and construction cost control's technical problem. And through the cooperation of first steel mould platform truck and second steel mould platform truck, can realize strutting arrangement to the support that has the concrete bottom template of large-span on first direction, promoted strutting arrangement's adaptability. In addition, connection structure can link together first steel mould platform truck and second steel mould platform truck, like this, can realize strutting arrangement to the even and dispersed support of concrete bottom form.

Additional features and advantages of the present disclosure will be set forth in the detailed description which follows.

Drawings

The accompanying drawings, which are included to provide a further understanding of the disclosure and are incorporated in and constitute a part of this specification, illustrate embodiments of the disclosure and together with the description serve to explain the disclosure without limiting the disclosure. In the drawings:

fig. 1 is a schematic structural view of a support device for a concrete bottom formwork according to an embodiment of the present disclosure, and fig. 1 is a sectional view in a direction of 1-1 of fig. 2;

FIG. 2 isbase:Sub>A cross-sectional view A-A of FIG. 1;

FIG. 3 is a cross-sectional view B-B of FIG. 1;

FIG. 4 is a cross-sectional view taken along line 2-2 of FIG. 2;

fig. 5 is an enlarged view of a portion a of fig. 2;

fig. 6 is an enlarged view of a portion B in fig. 2.

Description of the reference numerals

1-a first steel mould trolley, 2-a second steel mould trolley, 3-a scaffold, 31-a column, 4-a connecting structure, 41-a connecting rod, 5-a supporting plate, 61-a first supporting rod, 62-a second supporting rod, 71-a reinforcing plate, 72-a connecting column, 8-a walking track, 9-a top support, 101-a first concrete bottom formwork and 102-a second concrete bottom formwork.

Detailed Description

The following detailed description of specific embodiments of the present disclosure is provided in connection with the accompanying drawings. It should be understood that the detailed description and specific examples, while indicating the present disclosure, are given by way of illustration and explanation only, not limitation.

In the present disclosure, unless otherwise stated, terms of orientation such as "up-down direction, first direction, second direction" used may refer to the directions of the drawings of fig. 1 and 2, specifically, "up-down direction" may refer to the up-down direction of the drawings of fig. 1 and 2, "first direction" may refer to the left-right direction of the drawings of fig. 1, and "second direction" may refer to the left-right direction of the drawings of fig. 2. The "inner and outer" are the inner and outer of the contour of each component. The terms "first and second" are used herein to distinguish one element from another, and are not necessarily order nor importance. Moreover, in the following description, when referring to the figures, the same reference numbers in different figures denote the same or similar elements, and the disclosure will not be repeated here.

According to the specific embodiment of this disclosure, provide a concrete bottom form strutting arrangement, refer to and show in fig. 1 and fig. 2, strutting arrangement includes first steel form platform truck 1, second steel form platform truck 2 and scaffold frame 3, first steel form platform truck 1 with second steel form platform truck 2 sets up and links together through connection structure 4 in the first direction interval of the vertical direction of perpendicular to, first steel form platform truck 1 with second steel form platform truck 2 all can remove in the first direction, wherein, scaffold frame 3 install in the top of first steel form platform truck 1, scaffold frame 3 with the top of second steel form platform truck 2 is used for supporting concrete bottom form respectively.

Through the technical scheme, among the concrete bottom form strutting arrangement that this disclosure provided, first steel mould platform truck 1 and second steel mould platform truck 2 homoenergetic can be followed the first direction and removed, and because first steel mould platform truck 1 and second steel mould platform truck 2 interval arrangement on the first direction, consequently, this disclosed strutting arrangement can adjust first steel mould platform truck 1 and second steel mould platform truck 2 position on the first direction in a flexible way, and then support the concrete bottom form under the adaptation different positions, here, this disclosure is through combining first steel mould platform truck 1 and scaffold 3 together, can assemble strutting arrangement fast, the engineering volume has effectively been reduced, it is big to have solved the engineering volume that adopts full hall scaffold to lead to promptly, be unfavorable for the technical problem of construction period control and construction cost control. And through the cooperation of first steel mould platform truck 1 with second steel mould platform truck 2, can realize strutting arrangement to the support that has the concrete bottom template of large-span on first direction, promoted strutting arrangement's adaptability. In addition, connection structure 4 can link together first steel mould platform truck 1 and second steel mould platform truck 2, like this, can realize strutting arrangement to the even and dispersed support of concrete bottom form.

It should be noted that the first steel form trolley 1 and the second steel form trolley 2 can respectively support a kind of concrete bottom forms. For example, referring to fig. 1, a first steel form carriage 1 may support a first concrete bottom form 101 in combination with a scaffold 3, and a second steel form carriage 2 may support a second concrete bottom form 102. Here, the first concrete bottom form 101 may be an upstream breast wall bottom form, and the second concrete bottom form 102 may be a downstream breast wall bottom form, and accordingly, the supporting device of the present disclosure may be provided in the cavern of the diversion tunnel, which is not limited by the present disclosure.

It should be further noted that the steel form trolley is a structure commonly used in the art, and the working principle thereof is well known to those skilled in the art, and the detailed description of the disclosure is omitted here. In addition, the present disclosure does not limit the specific structure of the connection structure 4, and the present disclosure will be described in detail in the following embodiments.

In a specific embodiment of the present disclosure, referring to fig. 1 and 2, the connection structure 4 may include a connection member connecting the top of the first steel form carriage 1 and the top of the second steel form carriage 2 together, the connection member being arranged to extend in the first direction. Like this, the connecting piece can also supply constructor to come and go first steel mould platform truck 1 and second steel mould platform truck 2.

In some embodiments of the present disclosure, referring to fig. 1 to 4, the connection member may include a plurality of connection bars 41, the plurality of connection bars 41 being arranged at intervals in a second direction perpendicular to the up-down direction and the first direction, each of the connection bars 41 being arranged to extend in the first direction. Like this, a plurality of connecting rods 41 can effectively improve the stability that first steel mould platform truck 1 and second steel mould platform truck 2 are connected to make things convenient for constructor to pass through. It should be noted that the first direction may refer to a length direction of the supporting device, and the second direction may refer to a width direction of the supporting device, which is not limited in the present disclosure.

In some embodiments of the present disclosure, both ends of each of the connecting rods 41 in the first direction are fixedly connected to the first and second

steel mold carriages

1 and 2, respectively. Thus, the position stability of the connecting rod 41 can be effectively ensured, and the concrete bottom formwork can be supported in an auxiliary manner.

In some embodiments of the present disclosure, referring to fig. 3 and 4, the supporting means may include a supporting plate 5 overlapping the plurality of the connecting rods 41. Thus, the supporting plate 5 is provided to further facilitate the reciprocating movement of the constructor, and the supporting plate 5 can also be used as a working platform for placing materials, etc.

Alternatively, referring to fig. 4, the supporting plate 5 may include a plurality of supporting sub-plates sequentially arranged along a first direction, so that the laying of the supporting plate 5 may be facilitated, and each of the supporting sub-plates extends along a second direction, so that the supporting sub-plates may be staggered with the connecting rods 41, and the supporting sub-plates may be prevented from accidentally falling. According to some embodiments, the support subpanels may be secured to the attachment rods 41 by wrapping with a retaining wire, which the present disclosure is not limited to.

In the embodiment of the present disclosure, referring to fig. 2 and 5, a plurality of first supporting rods 61 extending in an up-down direction may be fixed on the top of the first steel form trolley 1, and the scaffold 3 includes the columns 31, wherein each of the first supporting rods 61 is used for plugging one of the columns 31. In this way, the plurality of first support rods 61 can provide a mounting base for the assembly of the scaffold 3 and assist in supporting the scaffold 3.

In a specific embodiment of the present disclosure, referring to fig. 2, 4 and 6, the first steel form trolley 1 is provided with reinforcing plates 71 on two sides of a second direction, the second direction is perpendicular to the up-down direction and the first direction, each reinforcing plate 71 is fixed with a plurality of second supporting rods 62 extending along the up-down direction, the scaffold 3 includes a vertical column 31, and each second supporting rod 62 is used for inserting one vertical column 31. In this way, the reinforcing plate 71 can ensure the structural strength of the installation position of the second support rod 62, and here, the function of the second support rod 62 is the same as that of the first support rod 61, and the description is omitted here, and of course, the first support rod 61 of the present disclosure can be used in cooperation with the second support rod 62 to ensure the arrangement width of the scaffold 3 in the second direction.

In some embodiments of the present disclosure, referring to fig. 6, a connection column 72 is fixed on each of the reinforcement plates 71, and the connection column 72 is used for being fixedly connected with an external support structure. In this way, the connection of the connecting column 72 and the external support structure can further improve the support effect of the support device on the concrete bottom formwork. Here, when the supporting device of the present disclosure is used for supporting the breast wall bottom formwork of the diversion tunnel, the connection column 72 may be fixed on the gate pier in the diversion tunnel, which is not limited by the present disclosure.

In a specific embodiment of the present disclosure, referring to fig. 1 and 2, the bottom of the first steel mold trolley 1 and the bottom of the second steel mold trolley 2 are both provided with a traveling rail 8, both of the traveling rails 8 are arranged to extend in a first direction, and the first steel mold trolley 1 and the second steel mold trolley 2 can move along the respective traveling rails 8. In this way, the movement of the first steel mould trolley 1 and the second steel mould trolley 2 in the first direction can be achieved by the guidance of the two travelling rails 8. Here, according to some embodiments, the first steel form carriage 1 and the second steel form carriage 2 may each include a traveling mechanism cooperating with the traveling rail 8, which is not limited by the present disclosure.

In addition, referring to fig. 1 to 3, a plurality of top supports 9 may be disposed on the scaffold 3 at intervals, wherein the position of each top support 9 in the up-down direction is adjustable, so that the first concrete bottom form 101 having different arcs may be adapted, which is not limited by the present disclosure.

The preferred embodiments of the present disclosure are described in detail with reference to the accompanying drawings, however, the present disclosure is not limited to the specific details of the above embodiments, and various simple modifications may be made to the technical solution of the present disclosure within the technical idea of the present disclosure, and these simple modifications all belong to the protection scope of the present disclosure.

It should be noted that, in the foregoing embodiments, various features described in the above embodiments may be combined in any suitable manner, and in order to avoid unnecessary repetition, various combinations that are possible in the present disclosure are not described again.

In addition, any combination of various embodiments of the present disclosure may be made, and the same should be considered as the disclosure of the present disclosure as long as it does not depart from the gist of the present disclosure.

Claims

1. The utility model provides a concrete bottom form strutting arrangement, a serial communication port, strutting arrangement includes first steel mould platform truck, second steel mould platform truck and scaffold frame, first steel mould platform truck with second steel mould platform truck sets up and links together through connection structure on the first direction of direction about the perpendicular to at the interval, first steel mould platform truck with second steel mould platform truck homoenergetic is in the first direction is last to be removed, wherein, the scaffold frame install in the top of first steel mould platform truck, the scaffold frame with the top of second steel mould platform truck is used for supporting concrete bottom form respectively.

2. The concrete bottom template support device of claim 1, wherein the connection structure includes a connection member connecting together a top of the first steel form trolley and a top of the second steel form trolley, the connection member extending in a first direction.

3. The support apparatus for a concrete bottom deck according to claim 2, wherein said connecting member includes a plurality of connecting rods arranged at intervals in a second direction perpendicular to said up-down direction and said first direction, each of said connecting rods arranged to extend in the first direction.

4. The apparatus for supporting a concrete bottom form according to claim 3, wherein each of the connecting rods is fixedly connected to the first steel form carriage and the second steel form carriage at both ends of the connecting rod in the first direction, respectively.

5. The support device for a concrete bottom formwork according to claim 3, wherein said support device comprises a support plate overlapping said plurality of said connecting rods.

6. The supporting device for a concrete bottom formwork according to claim 5, wherein the supporting plate comprises a plurality of supporting sub-plates sequentially arranged along a first direction, and each supporting sub-plate is arranged to extend along a second direction.

7. The supporting device for a concrete bottom formwork according to claim 1, wherein a plurality of first supporting rods extending in an up-down direction are fixed to a top of the first steel form trolley, the scaffold includes columns, and each of the first supporting rods is used for allowing one of the columns to be inserted.

8. The supporting device for a concrete bottom formwork according to claim 1, wherein the first steel form trolley is provided with reinforcing plates on two sides of a second direction, the second direction is perpendicular to the up-down direction and the first direction, each reinforcing plate is fixed with a plurality of second supporting rods extending along the up-down direction, the scaffold comprises a stand column, and each second supporting rod is used for supplying one stand column to be inserted.

9. The support device for a concrete bottom formwork according to claim 8, wherein each reinforcing plate is fixed with a connecting column for fixed connection with an external support structure.

10. The supporting device for a concrete bottom formwork according to claim 1, wherein the bottom of the first steel form trolley and the bottom of the second steel form trolley are provided with traveling rails, the two traveling rails extend along a first direction, and the first steel form trolley and the second steel form trolley can move along the respective traveling rails.