CN217028060U - Post-cast strip template erection structure in template engineering - Google Patents
Post-cast strip template erection structure in template engineering Download PDFInfo
- Publication number
- CN217028060U CN217028060U CN202220554856.3U CN202220554856U CN217028060U CN 217028060 U CN217028060 U CN 217028060U CN 202220554856 U CN202220554856 U CN 202220554856U CN 217028060 U CN217028060 U CN 217028060U
- Authority
- CN
- China
- Prior art keywords
- post
- supporting
- cast strip
- template
- sets
- 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
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a structure is set up to post-cast strip template among template engineering relates to construction engineering field to solve the relatively poor unstable problem of post-cast strip template that leads to bearing structure bearing of current bearing structure's bearing stability, it includes two sets of bearing structures who are used for supporting floor and structural beam and are used for bearing post-cast strip template, bearing structure includes the support column and sets up first supporting component and second supporting component on the support column, first supporting component drive support column activity butt in the bottom of structural beam, second supporting component activity butt in the bottom of floor. This application has the installation stability through improving bearing structure, and then makes the bearing structure installation more stable, improves the bearing structure and to the effect of the bearing effect of post-cast strip template.
Description
Technical Field
The application relates to the field of building construction engineering, in particular to a post-cast strip template erection structure in template engineering.
Background
In the field of building construction engineering, in order to prevent harmful cracks possibly generated by uneven self shrinkage or uneven settlement of a cast-in-place reinforced concrete structure, construction joints are reserved at corresponding positions of foundation slabs, walls, beams and the like where concrete is poured firstly, and the construction joints are post-cast strips.
The Chinese utility model with application number 202022383250.1 discloses a post-cast strip supporting structure, which comprises supporting columns supported on a structural beam and close to two sides of the post-cast strip; the supporting structure is arranged along the arrangement direction of the post-cast strip and is used for supporting the post-cast strip template; and one end of the diagonal rod is obliquely and fixedly arranged on the side part of the supporting column, the other end of the diagonal rod is abutted against the supporting structure, and the supporting structure is supported and fixed on the floor slab through the diagonal rod.
With respect to the related art among the above, the inventors found that the following drawbacks exist: the top through the support column supports the bottom of structure roof beam, and a supporting beam supports the bottom of floor, but when bearing structure installs, need make and leave certain clearance between support column and the structure roof beam, leaves certain clearance between a supporting beam and the floor, and rethread bed hedgehopping support column makes it fixed, and bearing structure's stability of support is relatively poor, and then leads to bearing structure bearing post-cast strip template unstable.
SUMMERY OF THE UTILITY MODEL
In order to improve the stability of bearing structure bearing post-cast strip template, this application provides the structure is set up to post-cast strip template among the template engineering.
The application provides a post-cast strip template erection structure in template engineering adopts following technical scheme:
the utility model provides a structure is set up to post-cast strip template in template engineering, includes two sets of bearing structures that are used for supporting floor and structural beam and are used for bearing post-cast strip template, bearing structure includes the support column and sets up first supporting component and second supporting component on the support column, first supporting component drive support column activity butt in the bottom of structural beam, second supporting component activity butt in the bottom of floor.
Through adopting above-mentioned technical scheme, after the bearing structure installation, make the bottom butt of support column and structure roof beam through first supporting component, through the bottom butt of second supporting component with the floor to improve bearing structure's installation stability, and then make bearing structure installation more stable, improve the bearing effect of bearing structure to the post-cast strip template.
Optionally, the two groups of support structures are symmetrically arranged on two sides of the post-pouring belt along the arrangement direction of the post-pouring belt, and the support structures are detachably arranged between the two groups of support structures along the arrangement direction of the post-pouring belt.
Through adopting above-mentioned technical scheme, bearing structure installs between two sets of bearing structure, and two sets of bearing structure set up in the both sides of post-cast strip to can stably be located the below position of post-cast strip after making the bearing structure installation, further improve the bearing effect to post-cast strip template.
Optionally, the first supporting assembly comprises a rotating sleeve and a base plate, the base plate is arranged at one end of the rotating sleeve, and the rotating sleeve is coaxially connected to the bottom end of the supporting column in a threaded manner.
Through adopting above-mentioned technical scheme, rotate the cover and rotate the back and change with the relative position of support column to can prolong the top height of support column, make the top and the structure roof beam butt of support column, and the operation of being convenient for, the backing plate can increase the holding area who rotates the cover bottom, thereby makes to rotate the cover and place subaerial more stably.
Optionally, the second supporting component comprises a positioning sleeve, a rotating ring, a supporting rod and a supporting beam, the positioning sleeve is in threaded connection with the outer wall of the supporting column, the rotating ring is coaxially connected to the positioning sleeve in a rotating mode, one end of the supporting rod is arranged on the rotating ring, and the supporting beam is horizontally arranged at one end, far away from the rotating ring, of the supporting rod and is parallel to the arrangement direction of the post-pouring belt.
Through adopting above-mentioned technical scheme, rotate the position that the position sleeve can adjust it on the support column to realize adjusting the height of supporting beam, be convenient for make a supporting beam butt in the bottom of floor, simple structure, and a supporting beam's angle need not to rotate along with the position sleeve is synchronous, and it is convenient to adjust, improves the installation effectiveness.
Optionally, the supporting structure includes a plurality of groups of support rods, a plurality of placing grooves adapted to the support rods in an inserting manner are formed in the support beams, two ends of one group of support rods are respectively located in the corresponding placing grooves on the two groups of support beams, and the post-cast strip template is detachably arranged on the plurality of groups of support rods along the post-cast strip arrangement direction.
Through adopting above-mentioned technical scheme, set up the standing groove on the supporting beam, improve the installation stability of die-pin to further improve the installation stability of post-cast strip template, improve the construction effect of post-cast strip.
Optionally, a through hole is formed in the bottom of the support rod, and a screw for fixing the post-cast strip template and the support rod is arranged inside the through hole.
By adopting the technical scheme, the post-cast strip template is fixedly connected with the support rod through the screw, so that the post-cast strip template is convenient to install, and the construction efficiency of the installation of the post-cast strip template is improved.
Optionally, the bottom of the structural beam is provided with an insertion groove for movably inserting the top of the support column.
Through adopting above-mentioned technical scheme, make the top of support column insert the inserting groove on the structure roof beam after the support column is raised to make after the support column installation and be connected stability between the structure roof beam, the supporting effect is better.
Optionally, the supporting beam is connected to the supporting rod in a sliding manner, the structural beam is provided with a positioning groove for movably inserting the supporting beam, and a positioning piece for fixing the relative position of the supporting beam and the supporting rod is arranged between the supporting beam and the supporting rod.
Through adopting above-mentioned technical scheme, the back is contacted with the bottom of floor to a supporting beam, promotes a supporting beam and slides and insert the constant head tank on the structure roof beam, and rethread setting element makes a supporting beam's rigidity, improves a supporting beam's stability, and then improves the installation stability of die-pin.
To sum up, the application comprises at least the following beneficial technical effects:
by arranging the first supporting component and the second supporting component, the first supporting component enables the supporting column to be abutted against the bottom of the structural beam, and the second supporting component is abutted against the bottom of the floor slab, so that the mounting stability of the supporting structure is improved, the mounting of the bearing structure is more stable, and the bearing effect of the bearing structure on the post-cast strip template is improved;
through set up inserting groove and constant head tank on the structure roof beam, make support column and a supporting beam installation more stable to further improve the installation stability who is used for the die-pin of bearing post-cast strip template, improve the construction effect of post-cast strip.
Drawings
FIG. 1 is a schematic view of a first angled overall structure of an embodiment of the present application;
FIG. 2 is a second angle overall structure schematic of an embodiment of the present application;
fig. 3 is a schematic view of the overall structure of the support structure according to the embodiment of the present application.
Reference numerals are as follows: 1. a floor slab; 11. a structural beam; 111. inserting grooves; 112. positioning a groove; 12. post-pouring a strip template; 13. post-pouring a belt; 2. a support structure; 21. a support column; 22. a first support assembly; 221. rotating the sleeve; 222. a backing plate; 23. a second support assembly; 231. a positioning sleeve; 232. a rotating ring; 233. a support bar; 234. a support beam; 2341. a placement groove; 2342. a positioning member; 3. a bearing structure; 31. a supporting rod; 311. and (4) screws.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses post-cast strip template erection structure in template engineering.
Referring to fig. 1-2, the post-cast strip template erection structure in the template engineering includes two groups of supporting structures 2 for supporting a floor slab 1 and a structural beam 11 and a bearing structure 3 for bearing a post-cast strip template 12, the two groups of supporting structures 2 are symmetrically arranged on two sides of the post-cast strip 13 along the arrangement direction of the post-cast strip 13, and the bearing structure 3 is detachably arranged between the two groups of supporting structures 2 along the arrangement direction of the post-cast strip 13.
In order to improve the installation stability of the supporting structure 2, the supporting structure 2 includes a supporting column 21, and a first supporting component 22 and a second supporting component 23 which are arranged on the supporting column 21, the supporting column 21 is driven to movably abut against the bottom of the structural beam 11 by the first supporting component 22, and the supporting column 21 is movably abutted against the bottom of the floor slab 1 by the second supporting component 23.
The first support assembly 22 comprises a rotating sleeve 221 and a base plate 222, the base plate 222 is fixedly connected to one end of the rotating sleeve 221, a reinforcing rib is integrally formed between the outer wall of the rotating sleeve 221 and the base plate 222, external threads are formed on the outer wall of the support column 21, the rotating sleeve 221 is coaxially and threadedly connected to the bottom end of the support column 21, after the rotating sleeve 221 rotates, the height of the top end of the support column 21 is increased, so that the top end of the support column 21 is abutted to the structural beam 11, in order to further improve the installation stability of the support column 21, the bottom of the structural beam 11 is provided with an insertion groove 111 for movably inserting the top of the support column 21, after the support column 21 is increased, the top of the support column 21 is inserted into the insertion groove 111, and the base plate 222 can increase the support area of the bottom of the rotating sleeve 221 and improve the placement stability;
the second supporting component 23 includes a positioning sleeve 231, a rotating ring 232, a supporting rod 233 and a supporting beam 234, the positioning sleeve 231 is screwed on the outer wall of the supporting column 21, the rotating ring 232 is coaxially and rotatably connected on the positioning sleeve 231, and the outer peripheral wall of the positioning sleeve 231 is provided with an annular groove, the rotating ring 232 is embedded inside the annular groove, one end of the supporting rod 233 is fixedly connected on the rotating ring 232, the supporting beam 234 is horizontally arranged at one end of the supporting rod 233 far away from the rotating ring 232 and parallel to the arrangement direction of the post-pouring belt 13, in order to improve the installation stability of the supporting beam 234, the supporting beam 234 is slidably connected on the supporting rod 233, the structural beam 11 is provided with a positioning slot 112 for movably inserting the supporting beam 234, one end of the sliding supporting beam 234 can be inserted into the positioning slot 112 on the structural beam 11, a positioning piece 2342 for fixing the relative positions of the supporting beam 234 and the supporting rod 233 is arranged between the supporting beam 234 and the supporting rod 233, the bottom of the supporting beam 234 is provided with a sliding slot, the top of the support bar 233 is slidably connected to the support beam 234 in the sliding slot, in this embodiment, the positioning member 2342 is a bolt, the bolt is screwed to the top of the support bar 233, the bolt is rotated to abut against the bottom of the support beam 234, and the relative positions of the support bar 233 and the support beam 234 are fixed.
Referring to fig. 2 and 3, in order to install the post-cast strip template 12, the supporting structure 3 includes a plurality of groups of supporting rods 31, a plurality of placing grooves 2341 matched with the supporting rods 31 in an inserting manner are formed in the supporting beams 234, two ends of a group of supporting rods 31 are respectively located in the corresponding placing grooves 2341 in the two groups of supporting beams 234, the post-cast strip template 12 is detachably arranged on the groups of supporting rods 31 along the setting direction of the post-cast strip 13, a through hole is formed in the bottom of the supporting rods 31, a screw 311 used for fixing the post-cast strip template 12 and the supporting rods 31 is arranged inside the through hole, a threaded hole matched with the screw 311 in a threaded manner is formed in the bottom of the post-cast strip template 12, and the post-cast strip template 12 is conveniently installed on the supporting rods 31 or the post-cast strip template 12 is detached by rotating the screw 311.
The implementation principle of the post-cast strip template erection structure in the template engineering of the embodiment of the application is as follows: when this template set up the structure and use, install two sets of bearing structure 2 to the bottom of floor 1 earlier, bearing structure 2 supports floor 1 and structure roof beam 11, improves the installation stability of support column 21 through first supporting component 22 and second supporting component 23, installs bearing structure 3 between two sets of bearing structure 2 again, makes post-cast strip template 12 be located post-cast strip 13, carries out the construction again.
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: equivalent changes in 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 structure is set up to post-cast strip template in template engineering, includes two sets of bearing structure (3) that are used for supporting bearing structure (2) of floor (1) and structure roof beam (11) and are used for bearing post-cast strip template (12), its characterized in that: the supporting structure (2) comprises a supporting column (21), a first supporting component (22) and a second supporting component (23), the first supporting component (22) and the second supporting component are arranged on the supporting column (21), the first supporting component (22) drives the supporting column (21) to movably abut against the bottom of the structural beam (11), and the second supporting component (23) movably abuts against the bottom of the floor slab (1).
2. The structure is set up to post-cast strip template in template engineering according to claim 1, characterized in that: two sets of bearing structure (2) set up in the both sides of post-cast strip (13) along the direction symmetry that sets up of post-cast strip (13), bearing structure (3) can dismantle along the direction that sets up of post-cast strip (13) and set up between two sets of bearing structure (2).
3. The structure is set up to post-cast strip template in template engineering according to claim 1, characterized in that: first supporting component (22) are including rotating cover (221) and backing plate (222), backing plate (222) set up in the one end of rotating cover (221), it is in to rotate cover (221) coaxial line threaded connection the bottom of support column (21).
4. The structure for erecting a post-cast strip template in template engineering according to claim 1, characterized in that: second supporting component (23) are including position sleeve (231), swivel (232), bracing piece (233) and supporting beam (234), position sleeve (231) threaded connection in on the outer wall of support column (21), swivel (232) coaxial line rotates to be connected on position sleeve (231), the one end of bracing piece (233) sets up on swivel (232), supporting beam (234) level sets up in bracing piece (233) keep away from the one end of swivel (232) and be on a parallel with the direction that sets up of post-cast strip (13).
5. The structure is set up to post-cast strip template in template engineering according to claim 4, characterized in that: bearing structure (3) include a plurality of groups die-pin (31), set up a plurality of standing groove (2341) with die-pin (31) grafting adaptation on supporting beam (234), it is a set of the both ends of die-pin (31) are arranged in corresponding standing groove (2341) on two sets of supporting beams (234) respectively, and post-cast strip template (12) sets up the direction along post-cast strip (13) and can dismantle and set up on a plurality of groups of die-pin (31).
6. The structure for erecting a post-cast strip template in template engineering according to claim 5, wherein: the bottom of the supporting rod (31) is provided with a through hole, and a screw (311) used for fixing the post-cast strip template (12) and the supporting rod (31) is arranged in the through hole.
7. The structure is set up to post-cast strip template in template engineering according to claim 1, characterized in that: the bottom of the structural beam (11) is provided with an insertion groove (111) for the top of the support column (21) to be movably inserted.
8. The structure for erecting a post-cast strip template in template engineering according to claim 4, wherein: supporting beam (234) sliding connection in on bracing piece (233), set up constant head tank (112) that supply a supporting beam (234) activity to peg graft on structural beam (11), be provided with between a supporting beam (234) and bracing piece (233) fixed both relative position's setting element (2342).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220554856.3U CN217028060U (en) | 2022-03-10 | 2022-03-10 | Post-cast strip template erection structure in template engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220554856.3U CN217028060U (en) | 2022-03-10 | 2022-03-10 | Post-cast strip template erection structure in template engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217028060U true CN217028060U (en) | 2022-07-22 |
Family
ID=82455324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220554856.3U Active CN217028060U (en) | 2022-03-10 | 2022-03-10 | Post-cast strip template erection structure in template engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217028060U (en) |
-
2022
- 2022-03-10 CN CN202220554856.3U patent/CN217028060U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112523495B (en) | Support capable of supporting wall formwork on single side | |
| CN112281625A (en) | Fabricated construction trestle and construction method thereof | |
| CN217028060U (en) | Post-cast strip template erection structure in template engineering | |
| CN214462864U (en) | Building structure design roof beam reinforced structure | |
| CN110656701B (en) | Assembled steel construction building | |
| CN216305386U (en) | Fixing support for building engineering template | |
| CN214329323U (en) | Multi-story high-rise assembled steel structure mounting base | |
| CN213508484U (en) | Foundation pit supporting structure | |
| CN214005752U (en) | Underground garage roof post-cast strip reinforcing apparatus | |
| CN212836106U (en) | Fitment wall of quick installation | |
| CN113863727A (en) | Supporting device and supporting construction method for expandable container type building | |
| CN111502069A (en) | Convenient positioning structure and installation method for building assembly type prefabricated wall | |
| CN218712639U (en) | River course thin wall concrete retaining wall template shaped steel support | |
| JP2001159240A (en) | Concrete direct finishing method and jig | |
| CN213979268U (en) | Assembled steel construction floor bearing structure | |
| CN216042041U (en) | Prefabricated plate mounting structure stable in connection | |
| CN217812529U (en) | Concrete wall crack is with restoreing structure | |
| CN220621037U (en) | Concrete column template reinforced structure | |
| CN217072760U (en) | Exposed reinforcing steel bar bearing and fixing structure for construction of combined wallboard flat method | |
| CN217353050U (en) | Steel construction assembled wallboard is built in room | |
| CN219059791U (en) | Support bracket | |
| CN218029045U (en) | Wall form levelling device that can have enough to meet need use | |
| CN216476701U (en) | Assembled concrete enclosure of full dry type connection | |
| CN220789460U (en) | Small box girder adjusting jacking frame | |
| CN219045206U (en) | Beam-column connection node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |