CN216476308U - Vertical adjusting structure of template system - Google Patents
Vertical adjusting structure of template system Download PDFInfo
- Publication number
- CN216476308U CN216476308U CN202122464745.1U CN202122464745U CN216476308U CN 216476308 U CN216476308 U CN 216476308U CN 202122464745 U CN202122464745 U CN 202122464745U CN 216476308 U CN216476308 U CN 216476308U
- Authority
- CN
- China
- Prior art keywords
- vertical
- panel
- template
- bracket
- elevation
- 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
- 238000009415 formwork Methods 0.000 claims description 17
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 238000003825 pressing Methods 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 230000004308 accommodation Effects 0.000 claims description 2
- 230000006835 compression Effects 0.000 claims 1
- 238000007906 compression Methods 0.000 claims 1
- 239000012634 fragment Substances 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 4
- 239000000428 dust Substances 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000003908 quality control method Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a vertical regulation structure of template system, including the symmetry clamp establish template system and the template bottom adjustment supporting device in wall body joint department both sides, template system includes the template panel, the stupefied fossil fragments of the back of the body and the stupefied split bolt of the back of the body, the stupefied fossil fragments of the back of the body include that vertical inferior is stupefied and level owner is stupefied, the template panel includes that the panel connects rectangular board, panel body and panel layering, template bottom adjustment supporting device includes support piece, elevation regulator and bracket split subassembly, adjustable connection is in the top of vertical foundation from top to bottom and stretch out the upside of vertical foundation till in adjusting the space, fixedly connected with supporting shim on the vertical foundation, bracket split subassembly passes the support piece of vertical top prop draw-connection both sides. The method effectively controls the horizontal Buddhist seam elevation, reduces the time spent on adjusting the elevation of the template, saves the manual maintenance cost caused by slab staggering in the later period, and avoids the dust pollution and noise pollution of wall surface repair to the environment.
Description
Technical Field
The utility model belongs to the field of wall construction, and particularly relates to a vertical adjusting structure of a formwork system.
Background
In the clear water concrete building engineering construction process, the quality control of the connection stubbles of the interlayer wall and the guide wall is always difficult, the connection stubbles of the two side wall surfaces are difficult to be ensured to be on the same plane when the position template is erected, time is wasted in elevation adjustment, and particularly when the wall is too long and the operation error of workers in height adjustment is large, the problem that the horizontal meditation seams are staggered at the connection positions is easily caused. The quality problem of the staggered platform at the joint increases the later-stage wall repair cost, and dust and noise pollution can be caused to the environment during repair.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a vertical adjusting structure of a formwork system, and aims to solve the technical problems that quality control of the existing wall joint is difficult, the wall joints on two sides are difficult to be ensured to be on the same plane when a formwork is erected, time is wasted in elevation adjustment, and particularly, when the wall is too long and the operation error of worker operation for height adjustment is large, horizontal zenith seams are more easily staggered at the joint, and the later-stage wall repairing cost is increased.
In order to realize the purpose, the utility model adopts the following technical scheme:
a vertical adjusting structure of a template system comprises template systems symmetrically clamped at two sides of a connecting position of a wall body and a group of template bottom adjusting and supporting devices arranged at intervals along the width direction of the wall body, wherein the template systems comprise template panels, back ridge keels and back ridge split bolts,
the template panel is tightly attached to the outer side surface of the wall body, the template panel extends downwards along the wall body to form the lowest elevation of the back ridge keel, the back ridge split bolts are connected with the back ridge keels on the two sides in a pulling mode,
the back-ridge keel comprises vertical secondary ridges and horizontal main ridges, the vertical secondary ridges are arranged at intervals along the width of the wall body, the horizontal main ridges are arranged at intervals along the height direction of the wall body, the fastening keel is parallel to the horizontal main ridges, the size of the horizontal main ridges is larger than that of the fastening keel, the width of the bottom of the vertical secondary ridges, which is pressed against the template panel, is at least 30mm,
the template panel comprises a panel extension plate, a panel body, a back side for connecting the panel extension plate and the panel body, and a panel pressing strip positioned between adjacent vertical back-edge keels, wherein the splicing seams at the two sides of the panel body and the panel extension plate are flush with the top side of the wall body, the inner side of the panel extension plate is tightly attached to the outer side surface of the wall body, the panel extension plate extends out of the lowest elevation of the back-edge keel downwards along the wall body,
the template bottom adjusting and supporting device comprises a supporting piece, an elevation adjuster and a bracket split component, wherein the supporting piece comprises a vertical bottom column and a column top square tube, the opening of the column top square tube is horizontal, the length and the width of the column top square tube are the same, and the length and the width of the column top square tube are both adapted to the cross section of the vertical bottom column, an adjusting space is formed between the column top square tube and a template system, the inner side end surface of the column top square tube is flush with the inner side surface of the vertical bottom column and clings to the outer side surface of a wall body, an operation hole for the top construction of the vertical bottom column is formed in the connecting position of the bottom surface of the column top square tube, and a supporting gasket is fixedly connected to the vertical bottom column,
the elevation adjuster comprises an elevation adjusting screw rod, a panel bearing plate, a rotating column cap and a vertical screw rod sleeve, the rotating column cap is fixedly connected to the center of the top of the panel bearing plate in the middle, the panel bearing plate can be disassembled at the top of the elevation adjusting screw rod, the supporting gasket is horizontally and fixedly connected to the inner wall of the top of the vertical bottom column just opposite to the operation hole, the vertical screw rod sleeve is fixedly connected to the supporting gasket in the middle, a column top through hole for the elevation adjusting screw rod to penetrate through is formed in the column top position of the vertical bottom column corresponding to the vertical screw rod sleeve, and the column top through hole is communicated with the vertical screw rod sleeve,
the bottom of the elevation adjusting screw penetrates through the column top through hole to be in threaded connection with the vertical screw sleeve, the top of the elevation adjusting screw and the panel bearing plate are positioned in the adjusting space, the radius of the panel bearing plate is larger than the thickness of the panel extension plate, the panel bearing plate bears the bottom of the panel extension plate,
the bracket opposite-pulling assembly penetrates through the supporting pieces on two sides of the vertical top column in a pulling connection mode.
The vertical bottom pillar is a square steel pipe.
The supporting gasket is a square iron sheet plate.
The utility model discloses a support gasket, including the capital side pipe, operation entrance to a cave, the capital perforation is seted up on the roof of capital side pipe, and it has pipe wall connect through-hole to correspond its hookup location department with the support gasket on the pipe wall of vertical foundation, and the edge of support gasket corresponds pipe wall connect through-hole and opens and has gasket connection blind hole, and two holes align and through the screw anchor that excels in. The edge of the supporting gasket is connected with the periphery of the top end of the vertical bottom column in a welded mode.
Still open the gasket hole that supplies elevation adjusting screw to run through on the supporting pad, elevation adjusting screw's bottom is passed the gasket hole and is got into vertical foundation and spacing through high strength screw four sides.
The bracket split component comprises a bracket split bolt, a bracket sleeve and a bracket split nut, a bracket bolt hole for the bracket split bolt to penetrate through is formed in the vertical base column, the bracket split nut is fastened at the outer end of the bracket split bolt, and the bracket sleeve is sleeved between the outer side of the bracket split bolt, the vertical base column and the bracket split nut.
Compared with the prior art, the utility model has the following characteristics and beneficial effects:
the utility model can ensure that after the template panel is hoisted and installed by designing and assembling the supporting piece and matching the elevation regulator used on the supporting piece, meanwhile, workers can easily realize that the elevation of the template panel is adjusted by adjusting the elevation adjuster, the wall surface connecting stubbles are ensured to be positioned on the same plane, the time is saved in the elevation adjustment of the clear water template, the elevation of the horizontal buddhist line is effectively controlled, the problem that the horizontal buddhist line is staggered at the joint caused by overlong wall body and operation error of workers is avoided, the time spent on adjusting the elevation of the template is greatly reduced, the elevation adjustment method for the template is simple to operate, the manual maintenance cost caused by dislocation of the later-stage dry wall is saved, and the dust pollution and noise pollution of wall surface repair to the environment are avoided, so that the appearance effect of the dry wall is ensured, and better economic benefit and social benefit are obtained.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is an enlarged top view of fig. 1.
Fig. 3 is a schematic structural view of a formwork panel and a vertical back ridge keel.
Fig. 4 is a schematic structural view of the support member.
Fig. 5 is a schematic view of the level adjuster of fig. 4 with the elevation adjuster removed.
Fig. 6 is a schematic structural view of a column-top square tube.
Fig. 7 is a schematic view of the elevation adjuster.
Fig. 8 is a schematic view of the structure of the vertical bottom pillar.
Fig. 9 is a schematic view of the fig. 8 structure with the support spacer installed.
Fig. 10 is a schematic view of the structure of the support pad.
Fig. 11 is a schematic view of another support pad.
Reference numerals: 1-wall body, 2-back edge split bolt, 3-adjusting space, 4-supporting piece, 41-vertical bottom column, 42-column top square tube, 44-operation hole, 45-column top perforation, 46-tube wall connecting through hole, 6-elevation adjuster, 61-elevation adjusting screw, 62-panel bearing plate, 63-rotation column head, 64-vertical screw sleeve, 65-gasket connecting blind hole, 66-gasket hole, 67-supporting gasket, 8-bracket split component, 81-bracket split bolt, 82-bracket sleeve, 83-bracket split nut, 9-panel connecting long plate, 10-panel body, 11-panel pressing strip, 13-high-strength screw, 14-template splicing seam at connecting position, 15-vertical secondary edge and 16-horizontal main edge.
Detailed Description
Referring to fig. 1-2, the vertical adjusting structure of a formwork system comprises formwork systems symmetrically clamped at two sides of a connecting position of a wall body 1 and a group of formwork bottom adjusting and supporting devices arranged at intervals in the width direction of the wall body, wherein the formwork systems comprise formwork panels, back ridge keels and back ridge split bolts 2.
The outside surface of wall body 1 is hugged closely to the template panel, the template panel stretches out the minimum elevation of the stupefied fossil fragments of the back of the body downwards along the wall body, the stupefied fossil fragments of the back of the body of back of the body draw-connecting both sides to stay bolt 2.
Stupefied fossil fragments of back of body include that vertical inferior stupefied 15 and the level are main stupefied 16, vertical inferior stupefied 15 sets up along the width interval of wall body, the level is main stupefied 16 and is set up along the direction of height interval of wall body, fastening fossil fragments 7 are stupefied 16 parallels with the level is main to the level is main stupefied 16's size is greater than fastening fossil fragments 7's size, and the bottom width of the stupefied 15 bottom crimping template panel of vertical inferior is 30mm at least.
Referring to fig. 3, the formwork panel includes that the panel connects long board 9, panel body 10 and connects dorsal part between them, is located the panel layering 11 between the stupefied fossil fragments of adjacent vertical back, the both sides piece of panel body 10 and panel connection long board 9 is parallel and level with the top side of wall body 1, and the outside surface of wall body 1 is hugged closely to the inboard that the panel connects long board 9, the panel connects long board 9 to stretch out the minimum elevation of the stupefied fossil fragments of back downwards along wall body 1.
In the embodiment, the width of the panel extension plate 9 is a wood lath with the width of 50mm, the wood lath is tightly connected through a flat nail, and the panel pressing strip 11 is fixed by automatic screws within the range of 15mm from the upper side to the lower side of the horizontal slit to press the slit lath, so as to form a whole with the unit template.
Referring to fig. 4-11, template bottom adjustment supporting device includes support piece 4, elevation regulator 6 and bracket split subassembly 8, support piece 4 includes vertical sill pillar 41 and capital square tube 42, capital square tube 42's opening level, and capital square tube's length is the same with wide size to all suit with the cross sectional dimension of vertical sill pillar, form between capital square tube 42 and the template system and adjust space 3, the inboard surface parallel and level of capital square tube 42 and vertical sill pillar 41 and the outside surface of hugging closely wall body 1, the bottom surface hookup location department of capital square tube 42 opens the operation entrance to a cave 44 that supplies the construction of vertical sill pillar 41 top, fixedly connected with supporting pad 67 on the vertical sill pillar 41.
Referring to fig. 6 and 8, the vertical bottom pillar 41 is a square steel pipe, the pillar top square pipe 42 is a square steel pipe, and the support gasket 67 is a square iron sheet plate. Referring to fig. 6, the operation hole 44 is formed in the bottom plate of the column top square tube 42, the column top through hole 45 is formed in the top plate of the column top square tube 42, referring to fig. 8-11, a tube wall connecting through hole 46 is formed in the tube wall of the vertical bottom column 41 corresponding to the connecting position of the tube wall connecting through hole and the supporting gasket 67, a gasket connecting blind hole 65 is formed in the edge of the supporting gasket 67 corresponding to the tube wall connecting through hole 46, and the two holes are aligned and anchored by the high-strength screw 13. Meanwhile, the edge of the supporting gasket 67 is welded and connected with the periphery of the top end of the vertical bottom column 41. Or the last gasket hole 66 that supplies elevation adjusting screw 61 to run through that still opens of supporting pad 67, this moment gasket connection blind hole 65 and gasket hole 66 intercommunication, high strength screw 13 pass gasket connection blind hole 65 and get into gasket hole 66, elevation adjusting screw 61's bottom is passed gasket hole 66 and is got into vertical foundation 41 and spacing through high strength screw 13 four sides.
Referring to fig. 4 and 7, the elevation adjuster 6 includes an elevation adjusting screw 61, a panel support plate 62, a rotation column head 63 and a vertical screw sleeve 64, the rotation column head 63 is fixedly connected to the center of the top of the panel support plate 62, and the rotation column head 63 is higher than the upper side of the panel support plate 62 by 6mm in this embodiment. The panel bearing plate 62 can be detached from the top of the elevation adjusting screw 61, and the supporting gasket 67 is horizontally and fixedly connected to the inner wall of the top of the vertical bottom column 41 just opposite to the operation hole 44.
Vertical screw rod sleeve 64 is fixed connection on supporting pad 67 centrally, the capital position department of the vertical sill column 41 that vertical screw rod sleeve 64 corresponds opens the capital perforation 45 that supplies elevation adjusting screw 61 to run through, capital perforation 45 and vertical screw rod sleeve 64 intercommunication.
The bracket opposite-pulling assembly penetrates through the vertical top column 43 to be connected with the supporting pieces on two sides in a pulling mode. Bracket is to drawing subassembly 8 includes bracket is to drawing bolt 81, bracket sleeve pipe 82 and bracket is to drawing nut 83, it has the bracket bolt hole that supplies bracket to drawing bolt 81 to run through to open on the vertical foundation 41, bracket is to drawing nut 83 fastening at the outer tip of bracket to drawing bolt 81, bracket sleeve pipe 82 cup joints between bracket is to drawing bolt 81's the outside, vertical foundation 41 and bracket are to drawing nut 83.
In this embodiment, the vertical screw sleeve 64 has the same inside diameter as the column top through-hole 45. Two rows of bracket bolt holes with the diameter of 20mm are reserved on the vertical bottom column, six high-strength screws 13 are arranged, at least one screw is arranged on each side, and two screws are arranged on two sides of each screw.
The construction method of the vertical adjusting structure of the template system,
step one, processing and assembling components of the template bottom adjusting and supporting device in a factory, wherein the assembling step of the template bottom adjusting and supporting device is as follows:
step two, processing the vertical bottom column 41 and the supporting gasket 67 in a factory; a bracket bolt hole and a pipe wall connecting through hole 46 are formed in the vertical bottom column 41; the support pad 67 is provided with a pad connecting blind hole 65.
And step three, placing the supporting gasket 67 at the top of the vertical bottom column 41, aligning the pipe wall connecting through hole 46 and the gasket connecting blind hole 65, anchoring through the high-strength screw 13, and then welding the periphery of the panel supporting plate 62 and the inner wall of the vertical bottom column 41.
Step four, welding the bottom of the vertical screw sleeve 64 to the center of the upper side of the support gasket 67.
Aligning and communicating the upper opening of the vertical screw sleeve 64 with the column top through hole 45, welding the elevation adjusting screw 61 with the panel bearing plate 62, and penetrating the bottom of the elevation adjusting screw 61 into the vertical screw sleeve 64.
And step six, utilizing the poured wall body 1, namely a wall body bolt hole formed in the guide wall, enabling a bracket counter-pulling bolt 81 in the bracket counter-pulling assembly to penetrate through the bracket bolt hole and the wall body bolt hole, then sequentially installing a bracket sleeve 82, a bracket counter-pulling nut 83 and a gasket, and fixedly pulling the supporting piece and the guide wall, so that the supporting piece can be stably and firmly fixed.
And seventhly, tightly pushing the outer wall of the guide wall by the inner side surface of the vertical bottom column 41, and adjusting the elevation of the panel supporting plate 62 to be lower than the position of the template abutted seam 14 at the joint, wherein the elevation is generally 70mm lower. Measuring and adjusting the elevation of the panel support plate 62 by using a level gauge so that the top elevation of the panel support plate 62 is the same as the designed bottom elevation of the formwork panel; the adjustment error needs to meet the error requirement of the seam elevation, and the purpose is to facilitate workers to hoist the clear water template to directly lay the clear water template, so that the time required for adjusting the template elevation is saved.
Step eight, assembling and hoisting the template panel, placing the bottom of the panel connecting long plate 9 on the inner side part of the rotary column head 63 in the panel bearing plate 62 with the adjusted elevation, enabling the template panel to be tightly attached to the surface of the guide wall, enabling the template abutted seam 14 at the joint to be flush with the top side surface of the wall body, and enabling the horizontal abutted seams of the two adjacent template units to be aligned left and right; if the slab staggering exists, a tool is needed to be used for screwing the rotating column head 63, the rotating column head 63 is in a hexagonal nut shape, the rotating column head moves in the vertical screw rod sleeve 64 for fine adjustment up and down, and the elevation of each turn of the designed elevation adjusting screw rod 61 is adjusted by 1 mm; the elevation adjusting plate is very firm, the elevation sinking can not occur in the concrete pouring process, then the back-ridge keels are assembled on two sides, and the back-ridge split bolts 2 are tightened.
And step nine, pouring concrete, wherein the joint seams formed by pouring the concrete are not smooth and need to be covered, and the template joint seams 14 at the joint positions form new horizontal buddhist seams.
Claims (7)
1. The utility model provides a template system's vertical regulation structure which characterized in that: comprises template systems symmetrically clamped on two sides of a connecting position of a wall body (1) and a group of template bottom adjusting and supporting devices arranged at intervals along the width direction of the wall body, wherein the template systems comprise template panels, back ridge keels and back ridge split bolts (2),
the template panel is tightly attached to the outer side surface of the wall body (1), the template panel extends out of the lowest elevation of the back ridge keel downwards along the wall body, the back ridge split bolts (2) are connected with the back ridge keels on the two sides in a pulling way,
the back-ridge keel comprises vertical secondary ridges (15) and horizontal main ridges (16), the vertical secondary ridges (15) are arranged at intervals along the width of a wall body, the horizontal main ridges (16) are arranged at intervals along the height direction of the wall body, the fastening keel (7) is parallel to the horizontal main ridges (16), the size of each horizontal main ridge (16) is larger than that of the fastening keel (7), the width of the bottom of each vertical secondary ridge (15) in compression joint with a template panel is at least 30mm,
the template panel comprises a panel extension plate (9), a panel body (10), a back side for connecting the panel extension plate and the panel body, and a panel pressing strip (11) positioned between adjacent vertical back keel, wherein the panel body (10) and the panel are parallel and level to the top side of the wall body (1) through splicing seams at two sides of the panel extension plate (9), the panel is connected with the inner side of the extension plate (9) and tightly attached to the outer side surface of the wall body (1), the panel extension plate (9) extends out of the lowest elevation of the back keel downwards along the wall body (1),
template bottom adjustment supporting device includes support piece (4), elevation regulator (6) and bracket split subassembly (8), support piece (4) are including vertical sill pillar (41) and capital side pipe (42), the opening level of capital side pipe (42), the length and the wide size of capital side pipe are the same, and all suit with the cross sectional dimension of vertical sill pillar, form between capital side pipe (42) and the template system and adjust space (3), the outside surface of wall body (1) is hugged closely to the inboard surface parallel and level of the inboard terminal surface of capital side pipe (42) and vertical sill pillar (41), the bottom surface hookup location department of capital side pipe (42) opens has operation entrance to a cave (44) that supplies vertical sill pillar (41) top construction, fixedly connected with supporting pad (67) on vertical sill pillar (41),
elevation regulator (6) include elevation adjusting screw (61), panel bearing board (62), rotate column cap (63) and vertical screw sleeve (64), rotate column cap (63) fixed connection between two parties at the top of panel bearing board (62) central, the top at elevation adjusting screw (61) can be dismantled in panel bearing board (62), support gasket (67) just to operating hole (44) level fixed connection on the top inner wall of vertical foundation (41), vertical screw sleeve (64) fixed connection between two parties is on supporting gasket (67), the capital position department of vertical foundation (41) that vertical screw sleeve (64) corresponds opens the capital perforation (45) that supply elevation adjusting screw (61) to run through, capital perforation (45) and vertical screw sleeve (64) intercommunication,
the bottom of elevation adjusting screw (61) passes capital perforation (45) and vertical screw sleeve (64) threaded connection, the top of elevation adjusting screw (61) is located the accommodation space with panel bearing board (62), the radius of panel bearing board (62) is greater than the thickness of panel extension plate, panel bearing board (62) bearing panel connects the bottom of extension plate,
the bracket opposite-pulling assembly penetrates through the vertical top column (43) to be connected with the supporting pieces on two sides in a pulling mode.
2. The vertical adjustment structure of a formwork system according to claim 1, wherein: the vertical bottom pillar (41) is a square steel pipe.
3. The vertical adjustment structure of a formwork system according to claim 2, wherein: the supporting gasket (67) is a square iron sheet plate.
4. The vertical adjustment structure of a formwork system according to claim 3, wherein: the utility model discloses a support structure, including capital square pipe (42), operation entrance to a cave (44) is seted up on the bottom plate of capital square pipe (42), the capital is perforated (45) and is seted up on the roof of capital square pipe (42), and it has pipe wall connecting through hole (46) to correspond its hookup location department with support gasket (67) on the pipe wall of vertical foundation (41), and the edge of support gasket (67) corresponds pipe wall connecting through hole (46) and opens and has gasket connection blind hole (65), and two holes align and anchor through high strength screw (13).
5. The vertical adjustment structure of a formwork system according to claim 4, wherein: the edge of the supporting gasket (67) is connected with the periphery of the top end of the vertical bottom column (41) in a welding mode.
6. The vertical adjustment structure of a formwork system according to claim 4, wherein: still open gasket hole (66) that supply elevation adjusting screw (61) to run through on supporting pad (67), the bottom of elevation adjusting screw (61) is passed gasket hole (66) and is got into vertical foundation (41) and spacing through high strength screw (13) four sides.
7. The vertical adjustment structure of a formwork system according to claim 1, wherein: bracket is to drawing subassembly (8) includes bracket is to drawing bolt (81), bracket sleeve pipe (82) and bracket is to drawing nut (83), it has the bracket bolt hole that supplies bracket to drawing bolt (81) to run through to open on vertical foundation (41), bracket is to drawing nut (83) fastening at the outer tip of bracket to drawing bolt (81), bracket sleeve pipe (82) cup joint between outside, vertical foundation (41) and bracket opposite drawing nut (83) of bracket to drawing bolt (81).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122464745.1U CN216476308U (en) | 2021-10-13 | 2021-10-13 | Vertical adjusting structure of template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122464745.1U CN216476308U (en) | 2021-10-13 | 2021-10-13 | Vertical adjusting structure of template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216476308U true CN216476308U (en) | 2022-05-10 |
Family
ID=81441163
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122464745.1U Active CN216476308U (en) | 2021-10-13 | 2021-10-13 | Vertical adjusting structure of template system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216476308U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114953161A (en) * | 2022-06-07 | 2022-08-30 | 杨录 | Reinforced concrete wall pouring system and method |
| CN115095050A (en) * | 2022-06-20 | 2022-09-23 | 中铁建工集团有限公司 | Construction method for first-floor outer wall of building |
-
2021
- 2021-10-13 CN CN202122464745.1U patent/CN216476308U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114953161A (en) * | 2022-06-07 | 2022-08-30 | 杨录 | Reinforced concrete wall pouring system and method |
| CN115095050A (en) * | 2022-06-20 | 2022-09-23 | 中铁建工集团有限公司 | Construction method for first-floor outer wall of building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN216476308U (en) | Vertical adjusting structure of template system | |
| CN114046041B (en) | Template reinforcing structure of bare concrete wall post-pouring strip and construction method thereof | |
| CN112360146B (en) | Detachable steel bar truss floor bearing plate supporting system | |
| CN210195269U (en) | A no pole setting braced system for assembled steel construction building superimposed sheet floor | |
| CN111321887A (en) | Aluminum alloy template mounting structure for building and construction method | |
| CN216476307U (en) | Adjusting system of clear water concrete interlaminar template | |
| CN205063248U (en) | Prefabricated exterior wall board and precast beam hang connection structure futilely | |
| CN201713978U (en) | Molded metal strip plate ceiling-connecting system | |
| CN213087439U (en) | Aluminum-wood combined simple connecting device | |
| CN114046039A (en) | Template reinforcing structure at wall joint and construction method thereof | |
| CN114250965A (en) | Climbing frame wall-attaching device for variable cross-section construction of high-rise building and construction method thereof | |
| CN215594693U (en) | Steel pipe pull rod hollow ceramic archaized brick combined wall | |
| CN212836329U (en) | Support for installing photovoltaic module on lightweight concrete plate flexible roof and roof | |
| CN216713815U (en) | Bottom horizontal reinforcement structure of template system | |
| CN216713821U (en) | Adjusting system of post-cast strip interlamellar template | |
| CN101899879B (en) | Shaped metal batten suspended ceiling connecting system | |
| CN112942851A (en) | Large-span steel structure roof truss high altitude roller bearing displacement device | |
| CN219569385U (en) | Assembled roof cornice system | |
| CN104022722A (en) | Vertical lock seaming color steel tile roof photovoltaic support structure | |
| CN219431146U (en) | Light steel keel support frame | |
| CN214785231U (en) | Light-duty roofing furred ceiling conversion layer connection structure of steel construction | |
| CN215107481U (en) | Prefabricated outer wall auxiliary positioning combined member | |
| CN204781366U (en) | Basis post connection structure | |
| CN211923730U (en) | Fixing structure for outer wall lightweight concrete board and cast-in-place concrete floor | |
| CN221053235U (en) | Temporary positioning structure of large-size thin-wall prefabricated external wall panel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |