CN211369528U - Folded form structural slab post-cast strip seam template construction structures - Google Patents
Folded form structural slab post-cast strip seam template construction structures Download PDFInfo
- Publication number
- CN211369528U CN211369528U CN201921177476.7U CN201921177476U CN211369528U CN 211369528 U CN211369528 U CN 211369528U CN 201921177476 U CN201921177476 U CN 201921177476U CN 211369528 U CN211369528 U CN 211369528U
- Authority
- CN
- China
- Prior art keywords
- vertical
- plate
- joint
- cast strip
- post
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 230000000149 penetrating effect Effects 0.000 claims description 9
- 238000009415 formwork Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 230000035939 shock Effects 0.000 description 6
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a construction structure of a post-cast strip joint template of a folding structural plate, which comprises a bottom plate, wherein a detachable mechanism is arranged on the bottom plate, a splicing seam structure is arranged at the lower part of the bottom plate, and a support component is arranged below the splicing seam structure; but split mechanism includes the vertical folded sheet of vertical setting on the bottom plate, vertical folded sheet both sides are provided with vertical joint board, it has a plurality of connecting plates to extend vertical folded sheet both sides, the spread groove that supplies the connecting plate embedding is seted up to vertical joint board both sides, vertical joint groove has been seted up along vertical direction to vertical joint board, vertical joint inslot is provided with the joint pole, the joint pole passes the connecting plate that inserts the joint groove. The utility model discloses have can folding effect.
Description
Technical Field
The utility model belongs to the technical field of the technique of post-cast strip joint template construction structures and specifically relates to a folded form structure board post-cast strip joint template construction structures is related to.
Background
The post-cast strip is a temporary construction joint 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 a possibly generated harmful crack of a cast-in-place reinforced concrete structure due to nonuniform self shrinkage or nonuniform settlement in the building construction. When the post-cast strip template is erected, the requirement of tightness and firmness is met, and the requirement of easy removal of the template is also met.
In the prior art, the traditional post-cast strip formwork erecting method adopted at present is a mode of erecting a wood formwork or plugging a steel wire mesh, the construction process is complicated, and the wood formwork or the steel wire mesh is not easy to install and detach, so that the construction difficulty is caused, and the construction steps are complicated.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a post-cast strip joint template construction structures with can dismantle, cyclic utilization.
A construction structure of a post-cast strip joint template of a folding structural plate comprises a bottom plate, wherein a detachable mechanism is arranged on the bottom plate, a splicing seam structure is arranged at the lower part of the bottom plate, and a supporting assembly is arranged below the splicing seam structure;
but split mechanism includes the vertical folded sheet of vertical setting on the bottom plate, vertical folded sheet both sides are provided with vertical joint board, it has a plurality of connecting plates to extend vertical folded sheet both sides, the spread groove that supplies the connecting plate embedding is seted up to vertical joint board both sides, spacing hole has been seted up along vertical direction to vertical joint board, spacing downthehole joint pole that is provided with, the joint pole passes the connecting plate that inserts the spread groove.
Through adopting above-mentioned technical scheme, the staff places vertical joint board between with adjacent vertical folded sheet, again with vertical folded sheet both sides connecting plate embedding spread groove on the vertical joint board, fixes vertical folded sheet on vertical joint board to get up vertical folded sheet high-speed joint, make things convenient for the staff to splice vertical folded sheet. Insert spacing downthehole with the joint pole, pass the connecting plate, fix the connecting plate in the spread groove, reduce the condition that the connecting plate drops in from the spread groove, promote the fastness of joint, realize the quick installation and the dismantlement of vertical folded sheet, save engineering time.
The utility model discloses further set up to: the clamping rod is characterized in that a fixing worm is arranged at the upper end of the clamping rod along the length direction and is in threaded connection with the vertical clamping plate.
Through adopting above-mentioned technical scheme, change over to vertical connecting plate through fixed worm in, can fix the joint pole in vertical joint board, simultaneously, the staff rotates fixed worm, can control the degree of depth that the joint pole inserted vertical joint board.
The utility model discloses further set up to: the connecting plate is provided with an elastic wave-shaped cushion layer, and a wave-shaped groove for embedding the elastic wave-shaped cushion layer is formed in the connecting groove.
Through adopting above-mentioned technical scheme, cross during elasticity wave form cushion embedding wave form recess, reduce the condition that the connecting plate appears rocking in the spread groove to can be better fix the connecting plate in the spread groove, promote connection stability.
The utility model discloses further set up to: the splicing seam structure comprises a fixing block arranged on a bottom plate, a fixing groove for embedding the fixing block is formed in the bottom plate, a buffer spring is arranged on one outward side of the fixing block, and an elastic supporting roller penetrating through the buffer spring is arranged on the fixing block.
Through adopting above-mentioned technical scheme, can play the effect of supporting the bottom plate through the elastic support roller to have preliminary shock attenuation shock resistance, can play supplementary absorption pressure when the elastic support roller compressed through the buffer spring of cover establishing on the elastic support roller, and also play the supporting role simultaneously, promote the shock attenuation shock resistance of concatenation seam department once more.
The utility model discloses further set up to: and reinforcing ribs are arranged between the fixed block and the bottom plate.
Through adopting above-mentioned technical scheme, can increase the connection stability between fixed block and the bottom plate through the strengthening rib to increase the stability of fixed block, when elastic support roller takes place crooked, the difficult condition that slides that appears of fixed block.
The utility model discloses further set up to: the middle section of the vertical folding plate is provided with a bending elastic plate, and the upper end and the lower end of the vertical folding plate are provided with magic tapes.
Through adopting above-mentioned technical scheme, make vertical folded sheet have the folding ability through the elastic plate of buckling to after folding finishing, paste through the magic and glue both ends, thereby convenient will buckle the elastic plate and pack up.
The utility model discloses further set up to: the supporting component comprises a plurality of vertical supporting rods, a plurality of transverse connecting rods are arranged on the vertical supporting rods in a penetrating mode, the vertical supporting rods are located at the positions where the transverse connecting rods penetrate and are provided with fixing screw rods, and the fixing screw rods penetrate and are arranged on the transverse connecting rods.
By adopting the technical scheme, the splicing seam structure and the detachable mechanism on the upper part can be supported through the vertical supporting rod and the transverse connecting rod, the overall height is increased, and the stability is good. The fixing screw rod can increase the connection stability between the vertical supporting rod and the transverse connecting rod, and is convenient to detach.
The utility model discloses further set up to: the utility model discloses further set up to: and the fixing screw rod is in threaded connection with a fixing nut.
Through adopting above-mentioned technical scheme, through fixation nut, fix set screw on vertical support rod, reduce the condition that fixation nut drops from vertical support rod.
To sum up, the beneficial effects of the utility model are that:
1. a detachable mechanism is adopted, so that the effects of convenient detachment and installation are achieved;
2. the spliced seam structure is adopted, so that the effect of improving the shock absorption and shock resistance performance is achieved;
3. the supporting component is adopted, so that the effect of supporting the whole body and improving the whole stability is achieved.
Drawings
Fig. 1 is a schematic view of the overall structure of the present embodiment.
Fig. 2 is a partially enlarged schematic view of a portion a in fig. 1.
Fig. 3 is a structural schematic diagram of the detachable mechanism of the embodiment.
In the figure, 1, a bottom plate; 2. a detachable mechanism; 21. a vertical folding plate; 211. a connecting plate; 2111. an elastic wave-shaped cushion layer; 22. a vertical clamping and connecting plate; 221. connecting grooves; 2211. a wave-shaped groove; 24. a clamping and connecting rod; 25. fixing the worm; 3. splicing seam structures; 31. a fixed block; 32. fixing grooves; 33. a buffer spring; 34. an elastic supporting roller; 35. reinforcing ribs; 4. a support assembly; 41. a vertical support bar; 42. a transverse connecting rod; 43. fixing the screw rod; 431. fixing a nut; 5. bending the elastic plate; 51. magic tape.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses a folding type structural slab post-cast strip seam template construction structures, including bottom plate 1, bottom plate 1 below is provided with and is used for reducing harmful fissured concatenation seam structure 3, is provided with below concatenation seam structure 3 and is used for supporting holistic supporting component 4. The bottom plate 1 is provided with a detachable mechanism 2 which is convenient for workers to install and detach.
Referring to fig. 2, the splice joint structure 3 below the bottom plate 1 includes a fixing block 31 disposed on the bottom plate 1, a fixing groove 32 for the fixing block 31 to be embedded is disposed on the bottom plate 1, and a reinforcing rib 35 for reinforcing the structure is disposed between the fixing block 31 and the bottom plate 1. An elastic support roller 34 is provided on the outward side of the fixed block 31, a buffer spring 33 is fitted over the elastic support roller 34, and the buffer spring 33 is connected to the fixed block 31. The unwanted gap is reduced by the intermediate gap and the intermediate gap is changed to an elastically recoverable structure by the elastic support rollers 34 and the buffer springs 33.
Referring to fig. 3, the detachable mechanism 2 that sets up above the bottom plate 1 includes vertical folding plate 21 of vertical setting on the bottom plate 1, and vertical folding plate 21 middle section transversely is provided with the elastic plate 5 of buckling, makes vertical folding plate 21 collapsible to both ends are provided with magic subsides 51 about vertical folding plate 21, and both ends are fixed about the vertical folding plate 21 of folding back.
Referring to fig. 3, vertical clamping plates 22 are arranged on two sides of a vertical folding plate 21, a connecting groove 221 is formed in one surface of each vertical clamping plate 22 facing the vertical folding plate 21, connecting plates 211 embedded with the connecting grooves 221 extend from two sides of the vertical folding plate 21, and the connecting plates 211 are embedded into the connecting grooves 221 in the vertical clamping plates 22 to connect adjacent vertical folding plates 21 quickly. In this embodiment, the connection plate 211 is provided with an elastic wave cushion 2111, and the connection groove 221 is provided with a wave groove 2211 for the elastic wave cushion 2111 to be embedded, so as to reduce the shaking of the connection plate 211 in the connection groove 221.
Referring to fig. 3, a vertical clamping plate 22 is provided with a limiting hole along the vertical direction, a clamping rod 24 is arranged in the limiting hole, the clamping rod 24 penetrates through a connecting plate 211 inserted into a connecting groove 221, the clamping rod 24 is inserted into the limiting hole, penetrates through the connecting plate 211, and the connecting plate 211 is fixed in the connecting groove 221 again, so that the connection stability is improved. In order to fix the clamping rod 24 in the limiting hole on the vertical connecting plate 211, a fixing worm 25 is arranged at the upper end of the clamping rod 24 along the length direction, and the fixing worm 25 is in threaded connection with the vertical clamping plate 22.
Referring to fig. 2, the supporting assembly 4 includes a plurality of vertical supporting rods 41, the vertical supporting rods 41 elastically support the rollers 34, and the plurality of vertical supporting rods 41 are provided with transverse connecting rods 42 in a penetrating manner, so as to support the rollers through the vertical supporting rods 41. The vertical support rod 41 is located at the penetrating position of the transverse connecting rod 42 and is provided with a fixing screw 43 in a penetrating mode, the fixing screw 43 is arranged in the penetrating mode of the transverse connecting rod 42, the transverse connecting rod 42 is fixed on the vertical support rod through the fixing screw 43, and the fixing screw 43 is connected with a fixing nut 431 in a threaded mode.
The implementation principle of the above embodiment is as follows: the staff fixes the vertical support pole at elastic support roller 34, and clamping screw 43 wears to establish or horizontal connecting rod 42 to turning up fixation nut 431, fixing horizontal connecting rod 42 on vertical support pole 41, playing the supporting role. The staff imbeds the connecting plate 211 of vertical folded sheet 21 both sides in the vertical connecting groove 221, rotates fixed worm 25 again, inserts the spacing downthehole with joint rod 24, passes connecting plate 211, fixes connecting plate 211 in connecting groove 221, realizes the quick installation and the dismantlement of vertical folded sheet 21. The support of the bottom plate 1 is performed by elastic support rollers 34, and the support is assisted by the buffer springs 33.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.
Claims (8)
1. The utility model provides a folding type structural slab post-cast strip seam template construction structures, characterized by: the laminated floor comprises a bottom layer plate (1), wherein a detachable mechanism (2) is arranged on the bottom layer plate (1), a splicing seam structure (3) is arranged at the lower part of the bottom layer plate (1), and a supporting component (4) is arranged below the splicing seam structure (3);
detachable mechanism (2) are including vertical folded sheet (21) of vertical setting on bottom plate (1), vertical folded sheet (21) both sides are provided with vertical joint board (22), vertical folded sheet (21) both sides are extended there are a plurality of connecting plates (211), spread groove (221) that supply connecting plate (211) embedding are seted up to vertical joint board (22) both sides, spacing hole has been seted up along vertical direction in vertical joint board (22), spacing downthehole joint pole (24) that is provided with, joint pole (24) pass connecting plate (211) that insert spread groove (221).
2. The construction structure of the post-cast strip joint formwork of the folding structural slab as claimed in claim 1, wherein: the clamping rod is characterized in that a fixing worm (25) is arranged at the upper end of the clamping rod (24) along the length direction, and the fixing worm (25) is in threaded connection with the vertical clamping plate (22).
3. The construction structure of the post-cast strip joint formwork of the folding structural slab as claimed in claim 2, wherein: the connecting plate (211) is provided with an elastic wave-shaped cushion layer (2111), and the connecting groove (221) is provided with a wave-shaped groove (2211) for embedding the elastic wave-shaped cushion layer (2111).
4. The construction structure of the post-cast strip joint template of the folding structural plate as claimed in claim 3, wherein: splice seam structure (3) including setting up fixed block (31) on bottom plate (1), set up fixed slot (32) that supply fixed block (31) to imbed on bottom plate (1), fixed block (31) one side outwards is provided with buffer spring (33), be provided with elastic support roller (34) of wearing to establish on buffer spring (33) on fixed block (31).
5. The construction structure of the post-cast strip joint template of the folding structural plate as claimed in claim 4, wherein: and a reinforcing rib (35) is arranged between the fixing block (31) and the bottom plate (1).
6. The construction structure of the post-cast strip joint template of the folding structural plate as claimed in claim 5, wherein: the middle section of the vertical folding plate (21) is provided with a bending elastic plate (5), and the upper end and the lower end of the vertical folding plate (21) are provided with magic tapes (51).
7. The construction structure of the post-cast strip joint template of the folding structural plate as claimed in claim 6, wherein: the supporting component (4) comprises a plurality of vertical supporting rods (41) and is a plurality of transverse connecting rods (42) are arranged on the vertical supporting rods (41) in a penetrating mode, the vertical supporting rods (41) are located at the positions where the transverse connecting rods (42) are arranged in a penetrating mode and are provided with fixing screw rods (43), and the fixing screw rods (43) are arranged in a penetrating mode and are arranged on the transverse connecting rods (42).
8. The construction structure of the post-cast strip joint formwork of the folding structural slab as claimed in claim 7, wherein: and a fixing nut (431) is connected to the fixing screw rod (43) in a threaded manner.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921177476.7U CN211369528U (en) | 2019-07-24 | 2019-07-24 | Folded form structural slab post-cast strip seam template construction structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921177476.7U CN211369528U (en) | 2019-07-24 | 2019-07-24 | Folded form structural slab post-cast strip seam template construction structures |
Publications (1)
Publication Number | Publication Date |
---|---|
CN211369528U true CN211369528U (en) | 2020-08-28 |
Family
ID=72167903
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201921177476.7U Expired - Fee Related CN211369528U (en) | 2019-07-24 | 2019-07-24 | Folded form structural slab post-cast strip seam template construction structures |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN211369528U (en) |
-
2019
- 2019-07-24 CN CN201921177476.7U patent/CN211369528U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105133830A (en) | Formwork reinforcing system replacing wood with steel and construction technology thereof in external wall construction | |
CN211369528U (en) | Folded form structural slab post-cast strip seam template construction structures | |
CN109723141B (en) | Supporting structure at assembled structure conversion layer and construction method thereof | |
CN111021616A (en) | Full-embedded steel beam composite floor and construction method thereof | |
CN102174859B (en) | Wooden structure house and building process thereof | |
CN113062623B (en) | Reinforcing structure for uneven joints of outer vertical surfaces of concrete frame structures | |
CN115075607A (en) | Reinforced concrete structure and reinforcing method | |
CN214658215U (en) | Building module for replacing cast-in-place template for energy-saving earthquake-resistant building | |
CN216109252U (en) | Assembled coincide floor convenient to installation | |
CN214006190U (en) | Assembled steel construction floor board | |
CN204940845U (en) | A kind of with the formwork reinforcement system of steel generation wood | |
CN215291420U (en) | Detachable building templates subassembly and assembled steel bar truss building carrier plate | |
CN211974011U (en) | Full-embedded steel beam composite floor | |
CN108691382A (en) | Pin-connected panel precast floor slab and its construction method | |
CN103452209A (en) | Double-layer composite slat cast-in-situ internal parting wall structure | |
CN210597796U (en) | Local superimposed sheet connected node | |
CN209891374U (en) | Supporting structure at assembled structure conversion layer | |
CN207003667U (en) | A kind of connecting node of prefabricated panel and precast beam | |
CN214219940U (en) | Be applied to embedded light slat structure of steel frame of low-rise building | |
CN206220482U (en) | A kind of cast-in-situ wall template support system | |
CN211499446U (en) | Transversely assembled wallboard | |
CN211229113U (en) | Buckled close amalgamation lamination floor | |
CN221118873U (en) | Composite wall structure of form removal-free form | |
CN214884357U (en) | Assembled building frame construction | |
CN204876557U (en) | U -shaped steel construction template |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200828 |
|
CF01 | Termination of patent right due to non-payment of annual fee |