CN214785954U - Floor post-cast strip template supporting structure - Google Patents
Floor post-cast strip template supporting structure Download PDFInfo
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- CN214785954U CN214785954U CN202120190898.9U CN202120190898U CN214785954U CN 214785954 U CN214785954 U CN 214785954U CN 202120190898 U CN202120190898 U CN 202120190898U CN 214785954 U CN214785954 U CN 214785954U
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- cast strip
- pipe
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- floor post
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Abstract
The utility model belongs to the technical field of the construction and specifically relates to a floor post-cast strip template bearing structure, it includes the pillar pipe of vertical setting, many have been arranged at the pillar pipe interval, be equipped with the connecting pipe that is used for connecting adjacent pillar pipe on the pillar pipe outer wall, many have been arranged at the connecting pipe interval, the top of every pillar pipe is all inserted and is equipped with the regulation lead screw, equal threaded connection has spacing sleeve on the every regulation lead screw, the top of adjusting the lead screw is equipped with the bracing piece, many have been arranged at the bracing piece interval. This application has the position of conveniently adjusting the post-cast strip template, promotes the effect of the installation effectiveness of post-cast strip template.
Description
Technical Field
The application relates to the field of building construction, in particular to a floor post-cast strip template supporting structure.
Background
The post-cast strip is a concrete strip reserved at the corresponding position of a foundation slab, a wall and a beam according to the design or construction specification requirement in order to prevent harmful cracks possibly generated by uneven self shrinkage or uneven settlement of a cast-in-place reinforced concrete structure in building construction. The post-cast strip template is a mould for casting and molding the post-cast strip.
At present, before post-cast strip pouring construction, a scaffold is erected below a post-cast strip, a post-cast strip template is arranged at the top end of the scaffold, a support rod is arranged between the bottom surface of the post-cast strip template and the scaffold, and the support rod supports the post-cast strip template so that the post-cast strip template is attached to the bottom surface of a wall body. And pouring concrete in the post-cast strip formwork, and dismantling the post-cast strip formwork and the scaffold after the concrete is solidified.
For the related art, the inventor thinks that because the scaffold frame is of a fixed specification, in order to keep the post-cast strip template attached to the bottom surface of the wall body, the size of the supporting rod needs to be adjusted for many times, and the installation efficiency of the post-cast strip template is not high.
SUMMERY OF THE UTILITY MODEL
In order to adjust the position of post-cast strip template in a convenient manner, promote the installation effectiveness of post-cast strip template, this application provides a floor post-cast strip template bearing structure.
The application provides a pair of floor post-cast strip template bearing structure adopts following technical scheme:
the utility model provides a floor post-cast strip template bearing structure, includes the pillar pipe of vertical setting, many have arranged at the pillar pipe interval, be equipped with the connecting pipe that is used for connecting adjacent pillar pipe on the pillar pipe outer wall, many, every have arranged at the connecting pipe interval the top of pillar pipe is all inserted and is equipped with the regulation lead screw, every equal threaded connection has a stop collar on the regulation lead screw, the top of adjusting the lead screw is equipped with the bracing piece, many have arranged at the bracing piece interval.
Through adopting above-mentioned technical scheme, the connecting pipe makes things convenient for the pillar pipe to set up subaerial with many pillar pipe interconnect, and the pillar pipe supports the bracing piece, and the bracing piece supports the post-cast strip template. Rotating limiting sleeve adjusts the length that the adjusting screw stretches out the pillar pipe, and then adjusts bearing structure's overall height, conveniently supports the post-cast strip template, saves the process of repeated regulation bracing piece size, promotes the efficiency of establishing of post-cast strip template, promotes the installation effectiveness of post-cast strip template.
Optionally, a supporting sheet is arranged at the top end of each adjusting screw rod.
By adopting the technical scheme, the supporting sheet enlarges the action area of the adjusting screw rod on the supporting rod, reduces the stress concentration on the surface of the supporting rod, reduces the phenomenon that the supporting rod is damaged locally, and improves the supporting effect on the post-cast strip template.
Optionally, two ends of each support sheet are provided with limit sheets.
Through adopting above-mentioned technical scheme, the bracing piece sets up between spacing piece, and when rotating spacing sleeve, spacing piece blocks adjusting screw along with spacing sleeve pivoted trend, saves the manual work and holds adjusting screw and block adjusting screw pivoted process, further simplifies the installation procedure of post-cast strip template, further promotes the installation effectiveness of post-cast strip template.
Optionally, the bottom surface of the supporting rod is provided with a connecting strip, and the connecting strip is arranged between the adjacent limiting pieces.
Through adopting above-mentioned technical scheme, a plurality of support bars of connection of connecting strip through supporting the connecting strip, further enlarge the support area of pillar pipe, promote bearing structure's support stability.
Optionally, each connecting disc is arranged on the outer wall of the supporting rod, a plurality of connecting discs are arranged at intervals along the vertical direction of the supporting rod, each connecting disc is provided with a plurality of connecting holes, and the two ends of each connecting pipe are provided with inserting blocks used for being inserted into the connecting holes.
Through adopting above-mentioned technical scheme, insert the inserted block in the connecting hole on the connection pad, realize dismantling of pillar pipe and connecting pipe and be connected, make things convenient for setting up and dismantling of pillar pipe and connecting pipe, promote the installation effectiveness of pillar pipe and connecting pipe, indirectly promote the installation effectiveness of post-cast strip template.
Optionally, each thrust block is arranged on the outer wall of the limiting sleeve, and a plurality of thrust blocks are arranged at intervals.
Through adopting above-mentioned technical scheme, reduce the phenomenon of skidding when appearing rotating spacing sleeve, make things convenient for the staff to rotate spacing sleeve.
Optionally, a base plate is arranged at the bottom end of the strut tube.
By adopting the technical scheme, the base plate enlarges the action area of the pillar pipe on the bottom surface, reduces the stress concentration on the ground, reduces the friction between the pillar pipe and the ground, reduces the abrasion of the pillar pipe and prolongs the service life of the pillar pipe.
Optionally, a lifting screw is arranged on the base plate, the lifting screw is inserted into the pillar tube, and a support sleeve is connected to the lifting screw in a threaded manner.
By adopting the technical scheme, the supporting sleeve is rotated, the length of the lifting screw extending out of the supporting column pipe is changed, the supporting column pipe is adaptive to the uneven ground, and the application range of the supporting structure is expanded.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the connecting pipe connects the plurality of support pipes with each other, the support pipes support the post-cast strip template, the limiting sleeve is rotated, the length of the adjusting screw rod extending out of the support pipes is adjusted, the post-cast strip template is conveniently supported, the process of repeatedly adjusting the size of the supporting rod is omitted, and the supporting efficiency of the post-cast strip template is improved;
2. insert the inserted block in the connecting hole on the connection pad, realize dismantling of pillar pipe and connecting pipe and be connected, make things convenient for the setting and the dismantlement of pillar pipe and connecting pipe, promote the installation effectiveness of pillar pipe and connecting pipe, indirectly promote the installation effectiveness of post-cast strip template.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Figure 2 is an exploded schematic view of a structure embodying a strut tube.
Fig. 3 is a partially enlarged schematic view at a in fig. 2.
Description of reference numerals: 1. post-pouring a strip template; 2. a support bar; 3. a strut tube; 4. a connecting pipe; 5. adjusting the lead screw; 6. a limiting sleeve; 7. a thrust block; 8. a support sheet; 9. a limiting sheet; 10. a connecting strip; 11. a connecting disc; 12. connecting holes; 13. inserting a block; 14. a base plate; 15. lifting a screw rod; 16. supporting the sleeve.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses floor post-cast strip template bearing structure. Referring to fig. 1, the floor post-cast strip formwork support structure includes a plurality of vertically arranged pillar pipes 3, and the pillar pipes 3 are arranged at intervals.
Referring to fig. 2 and 3, a plurality of connection discs 11 are fixed on the outer wall of each strut tube 3, the connection discs 11 are arranged at intervals in the vertical direction, and each connection disc 11 is provided with a plurality of connection holes 12. A connecting pipe 4 is arranged between two adjacent strut pipes 3, inserting blocks 13 are fixed at two ends of the connecting pipe 4, and the length of each inserting block 13 is larger than the diameter of the connecting pipe 4. Insert the inserted block 13 in connecting hole 12, realize being connected dismantled of pillar pipe 3 and connecting pipe 4, connecting pipe 4 blocks the trend that pillar pipe 3 emptys, promotes pillar pipe 3's stability.
Referring to fig. 1 and 2, an adjusting screw 5 is inserted into the top end of each strut tube 3, a limiting sleeve 6 is connected to each adjusting screw 5 in a threaded manner, and a thrust block 7 is integrally formed on the outer wall of the limiting sleeve 6. The top of adjusting screw 5 is equipped with backing sheet 8, and backing sheet 8 both ends are equipped with spacing piece 9, and spacing piece 9 is upwards buckled by backing sheet 8 both ends and is formed. The support piece 8 is provided with a support rod 2, the support rod 2 is provided with a plurality of support bars arranged at intervals along the length direction of the post-pouring strip, the bottom surface of the support rod 2 is provided with a connecting strip 10, the connecting strip 10 is connected with the plurality of support rods 2, and the side wall of each connecting rod is attached to the side wall of the limiting piece 9. The bracing piece 2 supports post-cast strip template 1, adjusts lead screw 5 and supports bracing piece 2, and the pillar pipe 3 supports adjusting lead screw 5.
Referring to fig. 2, the thrust block 7 is rotated to drive the limiting sleeve 6 to rotate, the limiting piece 9 blocks the adjusting screw 5 along with the trend of the limiting sleeve 6 to rotate, the limiting sleeve 6 slides up and down along the adjusting screw 5, the length of the supporting column tube 3 is extended by controlling the adjusting screw, the connecting rod is driven to lift, and then the lifting of the supporting rod 2 is realized, the process of adjusting the size of the supporting rod 2 for multiple times to support the post-cast strip template 1 is omitted, the post-cast strip template 1 is conveniently supported, and the installation efficiency of the post-cast strip template 1 is improved.
Referring to fig. 2, the bottom end of each pillar tube 3 is provided with a backing plate 14, each backing plate 14 is vertically provided with a lifting screw 15, the lifting screw 15 is inserted into the pillar tube 3, and each lifting screw 15 is connected with a supporting sleeve 16 in a threaded manner. The length that lifting screw 15 stretches out pillar pipe 3 is adjusted to rotation support sleeve 16, makes things convenient for pillar pipe 3 to adapt to unevenness's ground. The base plate 14 enlarges the acting area of the lifting screw 15 on the ground, and reduces the situation that the lifting screw 15 is inserted into the ground.
The embodiment of the application provides a floor post-cast strip template bearing structure's implementation principle does: inserting the inserting block 13 into the connecting hole 12 to complete the connection between the pillar pipe 3 and the connecting pipe 4, rotating the supporting sleeve 16 to make the base plate 14 fit with the ground, and erecting the pillar rod and the connecting pipe 4 according to the length of the post-cast strip. The template and the support rods 2 are arranged on the bottom surface of the wall body, and the connecting rods are arranged to connect the support rods 2. The length that adjusting screw 5 stretches out pillar pipe 3 is adjusted to spacing sleeve 6 of rotating, and the connecting rod setting is between two spacing pieces 9, and backing sheet 8 supports the connecting rod.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a floor post-cast strip template bearing structure which characterized in that: pillar pipe (3) including vertical setting, many have arranged at pillar pipe (3) interval, be equipped with connecting pipe (4) that are used for connecting adjacent pillar pipe (3) on pillar pipe (3) outer wall, many, every have arranged at connecting pipe (4) interval the top of pillar pipe (3) is all inserted and is equipped with regulation lead screw (5), every equal threaded connection has spacing sleeve (6) on regulation lead screw (5), the top of adjusting lead screw (5) is equipped with bracing piece (2), many have arranged at bracing piece (2) interval.
2. The floor post-cast strip formwork support structure of claim 1, wherein: the top end of each adjusting screw rod (5) is provided with a supporting sheet (8).
3. The floor post-cast strip formwork support structure of claim 2, wherein: and two ends of each support sheet (8) are respectively provided with a limiting sheet (9).
4. The floor post-cast strip formwork support structure of claim 3, wherein: the bottom surface of the supporting rod (2) is provided with a connecting strip (10), and the connecting strip (10) is arranged between the adjacent limiting pieces (9).
5. The floor post-cast strip formwork support structure of claim 1, wherein: every all be equipped with connection pad (11) on the outer wall of bracing piece (2), connection pad (11) are arranged a plurality ofly along the vertical direction interval of bracing piece (2), every a plurality of connecting hole (12) have all been seted up on connection pad (11), connecting pipe (4) both ends all are equipped with and are used for inserting inserted block (13) of establishing in connecting hole (12).
6. The floor post-cast strip formwork support structure of claim 1, wherein: every be equipped with thrust block (7) on the outer wall of spacing sleeve (6), the polylith has been arranged at the interval in thrust block (7).
7. The floor post-cast strip formwork support structure of claim 1, wherein: and a base plate (14) is arranged at the bottom end of the strut tube (3).
8. The floor post-cast strip formwork support structure of claim 7, wherein: the lifting support is characterized in that a lifting screw rod (15) is arranged on the base plate (14), the lifting screw rod (15) is inserted into the support pipe (3), and a support sleeve (16) is connected to the lifting screw rod (15) in a threaded mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120190898.9U CN214785954U (en) | 2021-01-25 | 2021-01-25 | Floor post-cast strip template supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120190898.9U CN214785954U (en) | 2021-01-25 | 2021-01-25 | Floor post-cast strip template supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214785954U true CN214785954U (en) | 2021-11-19 |
Family
ID=78749325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120190898.9U Active CN214785954U (en) | 2021-01-25 | 2021-01-25 | Floor post-cast strip template supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214785954U (en) |
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2021
- 2021-01-25 CN CN202120190898.9U patent/CN214785954U/en active Active
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