CN211622592U - Template assembly for construction of deformation joint of building structure - Google Patents
Template assembly for construction of deformation joint of building structure Download PDFInfo
- Publication number
- CN211622592U CN211622592U CN201922110436.7U CN201922110436U CN211622592U CN 211622592 U CN211622592 U CN 211622592U CN 201922110436 U CN201922110436 U CN 201922110436U CN 211622592 U CN211622592 U CN 211622592U
- Authority
- CN
- China
- Prior art keywords
- supporting beam
- sides
- adjustable
- support
- sleeve
- 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
Images
Abstract
The utility model belongs to the technical field of the building templates technique and specifically relates to a template subassembly is used in construction of building structure movement joint, including the interior sheathing of the inside both sides of building movement joint and the exterior sheathing of building movement joint both sides wall body outside, the exterior sheathing outside is equipped with the inferior back of the body stupefied, and the stupefied outside of inferior back of the body is equipped with the main back of the body stupefied, is equipped with the split bolt between the main back of the body of building movement joint both sides wall body outside, the interior sheathing is kept away from and is equipped with the support direction channel-section steel and connects the cross bracing board between the adjacent support direction channel-section steel on the side of wall body, and two liang of relative settings of the notch of support direction channel-section steel on the interior sheathing of both sides all are equipped with adjustable support piece between the support. The utility model discloses can be according to the nimble distance of adjusting both sides inner formword of the width of building movement joint, and can recycle, be favorable to improving work efficiency to save manual work and material.
Description
Technical Field
The utility model belongs to the technical field of the building templates technique and specifically relates to a template subassembly is used in construction of building structure movement joint.
Background
The building elements are deformed by expansion and contraction due to changes of temperature, humidity and the like. Therefore, a vertical slit is usually provided at an appropriate position of a building, and members such as a wall, a floor layer, and a roof of a house are separated from a foundation or the like, thereby separating the building into several independent parts. The width of a deformation joint at a shear wall of a building is often small, the construction space is limited, and although the construction process of the traditional steel pipe support reinforced wood formwork can meet the construction requirements, the engineering quantity is large, the working efficiency is low, and the waste of manpower and materials can be caused.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a template component for building structure deformation joint construction, which comprises inner templates at two sides inside a building deformation joint and outer templates outside wall bodies at two sides of the building deformation joint, wherein a secondary back edge is arranged outside the outer templates, a main back edge is arranged outside the secondary back edge, a split bolt is arranged between the main back edges outside the wall bodies at two sides of the building deformation joint, a supporting guide channel steel and a cross support plate connected between adjacent supporting guide channel steels are arranged on the side of the inner templates far away from the wall body, the notches of the supporting guide channel steels on the inner templates at two sides are arranged in pairs oppositely, an adjustable support piece is arranged between all supporting guide channel steels arranged in pairs oppositely on the inner templates at two sides, the adjustable support piece comprises a first support beam, a second support beam and an adjustable connection component, two ends of the adjustable connection component are respectively connected on the seats symmetrically arranged at the opposite sides of the first support beam and the second support beam, first supporting beam and second supporting beam be sliding connection in the inslot of the support direction channel-section steel of two liang of relative settings on the inner formword of both sides respectively, an isometric setting of first supporting beam, second supporting beam, the top of a supporting beam and second supporting beam is carried on the back side and is equipped with the limiting plate respectively, a supporting beam's top of first supporting beam or second is equipped with U-shaped rings, it is provided with adjustable setting element still to go back the level between a supporting beam's of first supporting beam and second supporting beam's the top opposite side.
Preferably, adjustable coupling assembling includes along the adapter sleeve that first supporting beam and second supporting beam opposite direction extend and the threaded rod that is located the adapter sleeve both ends and sets up with the adapter sleeve is coaxial, the turning to opposite of two threaded rods at adapter sleeve both ends, and adapter sleeve's both ends are provided with respectively and revolve to opposite internal thread hole with two coaxial and screw threads of threaded rod, the one end threaded connection of threaded rod is in internal thread hole, and the other end articulates on the articulated seat on corresponding first supporting beam or second supporting beam. Through the swivelling joint sleeve pipe, can make the threaded rod at its both ends move towards relative or opposite direction respectively, and then can adjust the distance between first supporting beam and the second supporting beam, conveniently carry out the distance of nimble regulation both sides inner formword according to the width of building movement joint to be favorable to improving work efficiency, reduce the waste of manual work and material.
Preferably, the adjustable locating piece includes positioning screw and position sleeve, positioning screw's one end welding is on first supporting beam or second supporting beam, positioning screw's the other end and position sleeve threaded connection can make adjustable setting element level top between first supporting beam and second supporting beam through rotatory position sleeve, just the adjustable length phase-match of the biggest location interval and the minimum location interval and the adjustable coupling assembling of adjustable setting element. Through adjustable locating piece, conveniently inject the interval of first supporting beam and second support after first supporting beam and the installation of second supporting beam take one's place, prevent that wall body pouring in-process from leading to first supporting beam and second supporting beam relative movement and influencing construction quality because of stress.
Preferably, the inner formworks and the outer formworks are all steel formworks, the tops of the inner formworks are also provided with U-shaped hanging rings, the steel formworks are adopted to facilitate recycling of the formworks, and the U-shaped hanging rings are arranged at the tops of the inner formworks to facilitate hoisting of the inner formworks.
Preferably, the middle parts of the pipe bodies of the connecting sleeve and the positioning sleeve are respectively provided with at least two clamping surfaces which are parallel to each other and parallel to the axis of the sleeve to form a twisting part which is used for conveniently rotating the connecting sleeve and the positioning sleeve, the connecting sleeve and the positioning sleeve can be operated to rotate on the clamping surfaces through clamping of a wrench, and the use is more convenient and labor-saving.
The utility model discloses still including making this template subassembly other subassemblies that normally use for building structure movement joint construction, be the conventional technical means in this field. In addition, the device or the component which is not limited in the utility model adopts the conventional technical means in the field.
The working principle of the utility model is that the length of the adjustable connecting component is adjusted according to the width of the deformation joint, after the reinforcement of the wall body is finished, the inner formworks at the two sides inside the deformation joint are installed, the adjustable supporting component is inserted in the groove of the supporting and guiding channel steel which is arranged between the inner formworks at the two sides oppositely, because the top of the first supporting beam or the second supporting beam is provided with the U-shaped hanging ring, when the adjustable supporting component is hoisted, the first supporting beam or the second supporting beam drives the adjustable connecting component to incline under the action of gravity, the distance between the first supporting beam and the second supporting beam is reduced, the installation of the adjustable supporting component is convenient, when the limiting plates of the first supporting beam and the second supporting beam are both propped against the top of the inner formworks, the adjustable connecting component is horizontally supported between the first supporting beam and the second supporting beam, then adjusting the adjustable positioning piece to keep the distance between the first supporting beam and the first supporting beam unchanged, then sequentially installing the outer templates at two sides, secondary back edges and main back edges, then penetrating split bolts into the template holes formed in the inner template and the outer templates, screwing the split bolts, adjusting the verticality and the template distance of the templates, firstly dismantling the split bolts after pouring, loosening the adjustable positioning piece, and conveniently hanging out the adjustable supporting piece after pulling the U-shaped hanging ring at the top of the first supporting beam or the second supporting beam on the lifting device, thereby enabling the inner template and the outer template at two sides of the deformation joint of the building to be dismantled more conveniently and efficiently, improving the working efficiency and saving manpower and materials.
The beneficial effects of the utility model are that, this building templates subassembly can be according to the distance of the nimble adjustment both sides inner formword of width of building movement joint, and can recycle, is favorable to improving work efficiency to save manual work and material.
Drawings
The present invention will be further explained with reference to the drawings and examples.
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a sectional view taken along line a-a of fig. 1.
Fig. 3 is a sectional view taken along line B-B of fig. 1.
Fig. 4 is a partially enlarged schematic view of the adjustable support of fig. 3.
Fig. 5 is a partially enlarged schematic view of the structure of the G portion of fig. 2.
Detailed Description
The present invention will be described more clearly with reference to the accompanying drawings and specific embodiments in the embodiments of the present invention, and the description herein is only for explaining the present invention, but not for limiting the present invention. Based on the embodiments of the present invention, any modifications, equivalent replacements, improvements, etc. made by other embodiments obtained by those skilled in the art without creative efforts should be included in the protection scope of the present invention.
Examples
As shown in figures 1-5, the utility model provides a template component is used in construction of building structure movement joint, including the interior form 1 of the inside both sides of building movement joint and the exterior form 3 of building movement joint both sides wall body 2 outside, the exterior form 3 outside is equipped with inferior stupefied 4 of the back of the body, inferior stupefied 4 of the back of the body outside is equipped with main stupefied 5 of the back of the body, is equipped with split bolt 6 between the stupefied 5 of the main back of the body 2 outside of building movement joint both sides wall body, interior form 1 is kept away from and is equipped with support direction channel-section steel 1-1 and the cross brace board 1-2 of connection between adjacent support direction channel-section steel 1-1 on the side of wall body 2, two liang of support direction channel-section steel 1-1 on the interior form 1 of both sides set up relatively, all be equipped with adjustable support piece 7 between all two liang of support direction channel-section steel 1-1 of all setting on, A second supporting beam 7-2 and an adjustable connecting component 7-3, wherein both ends of the adjustable connecting component 7-3 are respectively connected on hinge seats 7-4 symmetrically arranged at the opposite sides of the first supporting beam 7-1 and the second supporting beam 7-2, the first supporting beam 7-1 and the second supporting beam 7-2 are respectively connected in a sliding way in the grooves of the supporting guide channel steel 1-1 which are arranged on the inner formworks 1 at two sides in pairs, the first supporting beam 7-1 and the second supporting beam 7-2 are arranged in equal length, the opposite sides of the top ends of the first supporting beam 7-1 and the second supporting beam 7-2 are respectively provided with a limiting plate 7-5, the top of the second supporting beam 7-2 is provided with a U-shaped hoisting ring 7-6, and an adjustable positioning piece 7-7 is horizontally arranged between the opposite sides of the tops of the first supporting beam 7-1 and the second supporting beam 7-2.
The adjustable connecting assembly 7-3 comprises connecting sleeves 7-31 extending along the opposite directions of the first supporting beam 7-1 and the second supporting beam 7-2 and threaded rods 7-32 located at the two ends of the connecting sleeves 7-31 and coaxially arranged with the connecting sleeves 7-31, the screwing directions of the two threaded rods 7-32 at the two ends of the connecting sleeves 7-31 are opposite, the two ends of the connecting sleeves 7-31 are respectively provided with internal threaded holes coaxial with the two threaded rods 7-32 and opposite in screwing direction, one end of each threaded rod 7-32 is in threaded connection with the corresponding internal threaded hole, and the other end of each threaded rod is hinged to a hinged seat 7-4 on the corresponding first supporting beam 7-1 or the corresponding second supporting beam 7-2. Through the rotary connection sleeve 7-31, the threaded rods 7-32 at the two ends of the rotary connection sleeve can move towards opposite directions or opposite directions respectively, so that the distance between the first supporting beam 7-1 and the second supporting beam 7-2 can be adjusted, the distance between the inner formworks 1 at the two sides can be flexibly adjusted according to the width of the deformation joint of the building, the working efficiency is improved, and the waste of manpower and materials is reduced.
The adjustable positioning part 7-7 comprises a positioning screw rod 7-72 and a positioning sleeve 7-71, one end of the positioning screw rod 7-72 is welded on the second supporting beam 7-2, the other end of the positioning screw rod 7-72 is in threaded connection with the positioning sleeve 7-71, the adjustable positioning part 7-7 can be horizontally propped between the first supporting beam 7-1 and the second supporting beam 7-2 by rotating the positioning sleeve 7-71, and the maximum positioning distance and the minimum positioning distance of the adjustable positioning part 7-7 are matched with the adjustable length of the adjustable connecting component 7-3. Through the adjustable positioning piece 7-7, the distance between the first support beam 7-1 and the second support beam 7-2 is limited conveniently after the first support beam 7-1 and the second support beam 7-2 are installed in place, and the influence on construction quality caused by the relative movement of the first support beam 7-1 and the second support beam 7-2 due to stress in the wall pouring process is prevented.
The inner formwork 1 and the outer formwork 2 both adopt steel formworks, U-shaped rings 7-6 are arranged at the top of the inner formwork 1, the steel formworks are adopted to facilitate recycling of the formworks, and the U-shaped rings 7-6 are arranged at the top of the inner formwork 1 to facilitate hoisting of the inner formwork 1.
The middle parts of the pipe bodies of the connecting sleeve 7-31 and the positioning sleeve 7-71 are respectively provided with at least two clamping surfaces which are parallel to each other and the axial line of the sleeve to form a twisting part which is used for conveniently rotating the connecting sleeve 7-31 and the positioning sleeve 7-32, the connecting sleeve 7-31 and the positioning sleeve 7-32 can be operated to rotate by being clamped on the clamping surfaces by a wrench, and the use is more convenient and labor-saving.
The working principle of the utility model is that the length of the adjustable connecting component 7-3 is adjusted according to the width of the deformation joint, after the reinforcement in the wall body 2 is finished, the inner formworks 1 at two sides in the deformation joint are installed, the adjustable supporting component 7 is inserted in the groove of the supporting and guiding channel steel 1-1 which is arranged between the inner formworks 1 at two sides oppositely, because the top of the second supporting beam 7-2 is provided with the U-shaped hanging ring 7-6, when the adjustable supporting component 7 is hoisted, the first supporting beam 7-1 drives the adjustable connecting component 7-3 to incline under the action of gravity, the distance between the first supporting beam 7-1 and the second supporting beam 7-2 is reduced, the installation of the adjustable supporting component 7 is convenient, when the limiting plate 7-5 on the first supporting beam 7-1 is propped against the top of the inner formworks 1, continuously installing and adjusting the second supporting beam 3-2 until a limiting plate 7-5 on the second supporting beam 7-2 is also propped against the top of the inner formwork 1, horizontally supporting the adjustable connecting assembly 7-3 between the first supporting beam 7-1 and the second supporting beam 7-2 at the moment, then adjusting an adjustable positioning piece 7-7 to keep the distance between the first supporting beam 7-1 and the first supporting beam 7-2 unchanged, then sequentially installing the outer formworks 3 at two sides, the secondary back edges 4 and the main back edges 5, then penetrating a counter-pulling bolt 6 into a formwork hole formed in the inner formwork 1 and the outer formwork 3, screwing the counter-pulling bolt 6, adjusting the verticality and the formwork distance of the formworks, when the formworks are dismounted after pouring, firstly dismounting the counter-pulling bolt 6, loosening the adjustable positioning piece 7-7, pulling up a U-shaped lifting ring 7-6 at the top of the second supporting beam 7-2 through a lifting device, the adjustable supporting piece 7 can be conveniently lifted out, so that the inner and outer templates on two sides of the deformation joint of the building can be more conveniently and efficiently detached, the working efficiency is improved, and manpower and materials are saved.
The foregoing description of the embodiments of the invention has been presented for purposes of illustration and not limitation, and is not intended to be exhaustive or limited to the embodiments disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the illustrated embodiments.
Claims (5)
1. The utility model provides a template component is used in construction of building structure movement joint, includes the interior sheathing of the inside both sides of building movement joint and the exterior sheathing of building movement joint both sides wall body outside, the exterior sheathing outside is equipped with the inferior back of the body stupefied, the stupefied outside of the inferior back of the body is equipped with the main back of the body stupefied, is equipped with between the main back of the body of building movement joint both sides wall body outside is stupefied to drawing bolt, its characterized in that: the side of the inner formwork, which is far away from the wall body, is provided with support guide channel steel and a cross support plate connected between adjacent support guide channel steel, the notches of the support guide channel steel on the inner formworks on two sides are arranged oppositely, adjustable support members are arranged between all support guide channel steel arranged oppositely on the inner formworks on two sides and comprise first support beams, second support beams and adjustable connecting members, the two ends of each adjustable connecting member are respectively connected on hinge seats symmetrically arranged on the opposite sides of the first support beam and the second support beam, the first support beams and the second support beams are respectively connected in the grooves of the support guide channel steel arranged oppositely on the inner formworks on two sides in a sliding manner, the first support beams and the second support beams are arranged in equal length, the back-to-back sides of the top ends of the first support beams and the second support beams are respectively provided with a limiting plate, and the top of the first support beams or the second support beams is provided, and an adjustable positioning piece is horizontally arranged between the opposite sides of the tops of the first supporting beam and the second supporting beam.
2. The formwork assembly for construction of a deformation joint of a building structure according to claim 1, wherein: adjustable coupling assembling includes the adapter sleeve that extends along first supporting beam and the relative direction of second supporting beam and is located the adapter sleeve both ends and with the threaded rod of the coaxial setting of adapter sleeve, revolving to opposite of two threaded rods at adapter sleeve both ends, and adapter sleeve's both ends are provided with respectively and revolve to opposite internal thread hole with two coaxial and screw threads of threaded rod, the one end threaded connection of threaded rod is in the internal thread hole, and the other end articulates on the articulated seat on corresponding first supporting beam or the supporting beam of second.
3. The formwork assembly for construction of a deformation joint of a building structure according to claim 2, wherein: the adjustable positioning piece comprises a positioning screw rod and a positioning sleeve, one end of the positioning screw rod is welded on the first supporting beam or the second supporting beam, the other end of the positioning screw rod is in threaded connection with the positioning sleeve, the adjustable positioning piece can be horizontally pushed between the first supporting beam and the second supporting beam through the rotary positioning sleeve, and the maximum positioning distance and the minimum positioning distance of the adjustable positioning piece are matched with the adjustable length of the adjustable connecting assembly.
4. The formwork assembly for construction of a deformation joint of a building structure, according to claim 3, wherein: the inner formwork and the outer formwork are both made of steel formworks, and the top of the inner formwork is also provided with a U-shaped hanging ring.
5. The form assembly for construction of a deformation joint of a building structure according to claim 4, wherein: the middle parts of the pipe bodies of the connecting sleeve and the positioning sleeve are respectively provided with at least two clamping surfaces which are parallel to each other and parallel to the axis of the sleeve to form a twisting part which is used for conveniently rotating the connecting sleeve and the positioning sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922110436.7U CN211622592U (en) | 2019-11-30 | 2019-11-30 | Template assembly for construction of deformation joint of building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922110436.7U CN211622592U (en) | 2019-11-30 | 2019-11-30 | Template assembly for construction of deformation joint of building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211622592U true CN211622592U (en) | 2020-10-02 |
Family
ID=72627284
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922110436.7U Expired - Fee Related CN211622592U (en) | 2019-11-30 | 2019-11-30 | Template assembly for construction of deformation joint of building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211622592U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112523089A (en) * | 2020-11-06 | 2021-03-19 | 江苏镇江路桥工程有限公司 | Template is pour to disconnect-type bridge central authorities rail guard |
| CN113389373A (en) * | 2021-07-14 | 2021-09-14 | 中国建筑第八工程局有限公司 | Double-column formwork reinforcing device at deformation joint and construction method thereof |
| CN113494181A (en) * | 2021-07-20 | 2021-10-12 | 中核华辰建筑工程有限公司 | Deformation joint position synchronous construction device and use method thereof |
| CN113818684A (en) * | 2021-09-23 | 2021-12-21 | 上海建工七建集团有限公司 | Shear wall template system and using method thereof |
| CN114892973A (en) * | 2022-03-31 | 2022-08-12 | 中国十七冶集团有限公司 | Deformation joint two-side template reinforcing device and using method thereof |
-
2019
- 2019-11-30 CN CN201922110436.7U patent/CN211622592U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112523089A (en) * | 2020-11-06 | 2021-03-19 | 江苏镇江路桥工程有限公司 | Template is pour to disconnect-type bridge central authorities rail guard |
| CN113389373A (en) * | 2021-07-14 | 2021-09-14 | 中国建筑第八工程局有限公司 | Double-column formwork reinforcing device at deformation joint and construction method thereof |
| CN113494181A (en) * | 2021-07-20 | 2021-10-12 | 中核华辰建筑工程有限公司 | Deformation joint position synchronous construction device and use method thereof |
| CN113818684A (en) * | 2021-09-23 | 2021-12-21 | 上海建工七建集团有限公司 | Shear wall template system and using method thereof |
| CN114892973A (en) * | 2022-03-31 | 2022-08-12 | 中国十七冶集团有限公司 | Deformation joint two-side template reinforcing device and using method thereof |
| CN114892973B (en) * | 2022-03-31 | 2023-08-29 | 中国十七冶集团有限公司 | Deformation joint two-side template reinforcing device and application method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211622592U (en) | Template assembly for construction of deformation joint of building structure | |
| CN101736900B (en) | Detached supporting template system | |
| CN210177944U (en) | Adjustable template supporting device for large steel mould built-in door and window opening | |
| CN212027131U (en) | Cast-in-place lintel formwork support piece | |
| CN219548348U (en) | Novel detachable combined cantilever supporting structure | |
| CN203188611U (en) | Bi-directional self-supporting building template system | |
| CN210829289U (en) | Shield constructs contact passageway section of jurisdiction bearing structure | |
| CN210122814U (en) | Laminated slab support frame | |
| CN212095099U (en) | Detachable large-scale penstock Mi word props device | |
| CN103216087B (en) | A kind of two-way self-bearing type construction formwork system | |
| CN205330156U (en) | Cast -in -place template reinforcing apparatus at position is connected to assembly outer wall and cast -in -place interior wall T type | |
| CN209585348U (en) | Workshop section's shear wall sliding push mode peace tears formwork system open after deformation joint | |
| CN107916790B (en) | System and method for dismantling guide pipe of assembled construction steel bar of building block | |
| CN215803216U (en) | Arc lintel formwork device capable of being quickly installed and detached | |
| CN220057967U (en) | Retaining wall concrete form of layering pouring | |
| CN205330172U (en) | A formwork support device that is used for wall body corner position to be under construction | |
| CN220828083U (en) | Steel bar truss floor carrier plate supporting component | |
| CN218148489U (en) | Circular equipment foundation template device | |
| CN217602112U (en) | Quick formwork device of construction | |
| CN211974339U (en) | Windowsill template supporting device | |
| CN217353587U (en) | Aluminum mould down tube bearing structure | |
| CN220599190U (en) | Door opening template reinforcing tool | |
| CN216041116U (en) | Steel reinforcement cage support frame | |
| CN217975397U (en) | Green energy-saving tie beam steel formwork with good water cleaning effect | |
| CN216276932U (en) | Continuous opposite-supporting device for concrete structure formwork in narrow space |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201002 Termination date: 20211130 |