CN113818696A - Subside contrary construction tool in post-cast strip - Google Patents
Subside contrary construction tool in post-cast strip Download PDFInfo
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- CN113818696A CN113818696A CN202111190382.5A CN202111190382A CN113818696A CN 113818696 A CN113818696 A CN 113818696A CN 202111190382 A CN202111190382 A CN 202111190382A CN 113818696 A CN113818696 A CN 113818696A
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- 238000010276 construction Methods 0.000 title claims abstract description 59
- 238000009434 installation Methods 0.000 claims description 35
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 19
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 19
- 241001330002 Bambuseae Species 0.000 claims description 19
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 19
- 239000011425 bamboo Substances 0.000 claims description 19
- 238000013016 damping Methods 0.000 claims description 16
- 238000003780 insertion Methods 0.000 claims description 11
- 230000037431 insertion Effects 0.000 claims description 11
- 230000000149 penetrating effect Effects 0.000 claims description 5
- 238000005266 casting Methods 0.000 abstract description 13
- 230000035939 shock Effects 0.000 abstract description 13
- 238000010521 absorption reaction Methods 0.000 abstract 2
- 238000004062 sedimentation Methods 0.000 abstract 1
- 230000000712 assembly Effects 0.000 description 8
- 238000000429 assembly Methods 0.000 description 8
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 2
- 230000033001 locomotion Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/06—Solidifying concrete, e.g. by application of vacuum before hardening
- E04G21/08—Internal vibrators, e.g. needle vibrators
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- Engineering & Computer Science (AREA)
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- Civil Engineering (AREA)
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a post-settlement casting strip reverse construction tool which comprises two supporting components and a tamping device, wherein the two supporting components are vertically arranged under the tamping device, the tamping device comprises a supporting plate, an extension component, a shock absorption component and a vibration component, the two supporting plates are arranged, the extension component is horizontally arranged on the top surface of the supporting plate, a plurality of shock absorption components are vertically arranged between the extension component and the supporting plate, and the vibration component is horizontally assembled on the extension component. The invention can ensure the stability and effectiveness of pouring during the construction of the post-sedimentation pouring belt, ensure the stability of pouring, reduce the labor intensity, improve the construction efficiency and ensure the smoothness of the surface.
Description
Technical Field
The invention relates to the technical field of post-cast strip settlement construction, in particular to a post-cast strip settlement reverse construction tool.
Background
The post-cast strip subsides is the post-cast strip that sets up for solving high-rise building owner's building and skirt room subside poor, need treat that the major structure finishes and subsides just can pour after stable basically, subsides the construction reservation area that carries out concrete placement in the construction later stage that sets up to the influence of subsiding to basis and superstructure in order to reduce the difference between the basis, subsides post-cast strip construction and need use the tamping tool, guarantees concrete placement's compactibility, avoids the concrete void to appear.
But the reverse construction of current subside post-cast strip is with smashing and is shaken the device, it is handheld through the manual work mostly to smash the shake stick and smash and shake, and this kind of mode is smash and shakes inhomogeneously, and the time consuming is longer during the construction, and intensity of labour is higher, and handheld rate of movement is lower simultaneously, leads to the efficiency of construction lower to lack the surface and close flat structure, the surface planarization is lower.
Therefore, a reverse construction tool for the post-cast strip settlement is needed, the stability and the effectiveness of pouring during the post-cast strip settlement construction can be guaranteed, the pouring stability is guaranteed, the labor intensity is reduced, the construction efficiency is improved, and the surface smoothness is guaranteed.
Disclosure of Invention
The invention aims to provide a construction tool for reversing a settled post-cast strip, and aims to solve the problems that most of the existing tamping devices for reversing the settled post-cast strip are manually used for tamping by manually holding a tamping rod, the tamping is uneven, the construction time consumption is long, the labor intensity is high, the holding moving speed is low, the construction efficiency is low, a surface flattening structure is lacked, and the surface smoothness is low.
The invention is realized by the following steps:
the utility model provides a subside post-cast strip and turn over construction tool against, includes supporting component and smashes the shake device, and the supporting component is provided with two, and two equal vertical settings of supporting component are under smashing the shake device, smash the shake device and include extension board, extension subassembly, damper and vibrations subassembly, and the extension board is provided with two, and the top surface of extension board is improved level and is provided with the extension subassembly, vertically between extension subassembly and the extension board be provided with a plurality of damper, and the extension subassembly is improved level and is assembled there is the vibrations subassembly.
Furthermore, the supporting component comprises two supporting strips and two lifting strips, the lifting strips are horizontally arranged on the top surfaces of the two supporting strips, two supporting columns are vertically fixed on the top surfaces of the two supporting strips, and the supporting columns on the top surfaces of the two supporting strips are inserted with the lifting strips in a sliding penetrating mode.
And then all the level is provided with the lift slat on the top surface through two zhi ban, and the vertical two spinal branch posts that are fixed with on the top surface of two zhi ban, pillar and lift slat on two zhi ban top surfaces slide to run through the grafting to carry out the horizontal slip in the vertical direction of being convenient for and go up and down, be convenient for be suitable for not co-altitude subside post-cast strip construction demand.
Furthermore, a support frame is vertically fixed on the bottom surfaces of the two support strip plates, the bottom end of the support frame is rotatably provided with a roller, the middle parts of the two support strip plates are vertically provided with a screw cylinder in a penetrating way, and the screw cylinder is internally provided with a support screw in a penetrating way by vertical threads.
And then all vertically be fixed with a frame on the bottom surface through two zhi ban, the bottom of propping up the frame is rotated and is installed the gyro wheel, and the later stage of being convenient for drags, continuously is under construction, guarantees the efficiency of construction, and the equal vertical screw thread of running through in the screw section of thick bamboo is installed a screw section of thick bamboo, and the equal vertical screw thread runs through in the screw section of thick bamboo and is installed supporting screw, and the vertical direction of being convenient for is adjusted and is carried out the horizontal slip and go up and down, is convenient for be suitable for not the post-cast strip construction demands of subsiding of co-altitude.
Furthermore, the top ends of the supporting screws of the two supporting strip plates are rotatably connected with the bottom end surfaces of the adjacent lifting strip plates, and a pull frame is horizontally fixed on one side of each of the two supporting strip plates.
And then the support screw top through two brace boards rotates with adjacent lift slat bottom end face to be connected, and one side level of two brace boards is fixed with the carriage, and the vertical upward motion of being convenient for supports lift slat and moves in the vertical direction, and the pulling of being convenient for lasts the construction.
Further, the extension board level sets up directly over the slat that goes up and down, and the jack has all vertically run through in the both sides of extension board, and the vertical polylith support arm that is fixed with on the bottom surface of extension board, the bottom surface of polylith support arm is fixed on the top surface of the slat that goes up and down.
And then set up directly over the slat that goes up and down through the extension board level, the jack has been seted up in the equal vertical running through in both sides of extension board, and the vertical polylith support arm that is fixed with on the bottom surface of extension board, the bottom surface of polylith support arm is fixed on the top surface of going up and down the slat, is convenient for support connection supporting component and smashes the shake device.
Further, the extension subassembly includes two installation slats, extension board, extension screw rod and extension barrel, and equal vertical guide arm that is fixed with on the bottom surface of two installation slats, the jack vertical slip on guide arm and the adjacent extension board runs through the grafting, and vertical extension board that is fixed with on the top surface of two installation slats rotates the extension screw rod that the level was installed extension barrel and horizontal fixed mounting on the extension board on two installation slats respectively.
And then all vertically be fixed with the guide arm on the bottom surface through two installation slats, the guide arm runs through the grafting with the jack vertical slip on the adjacent extension board, the vertical extension board that is fixed with on the top surface of two installation slats, it has extension barrel and horizontal fixed mounting's extension screw to rotate the horizontal installation respectively on the extension board on two installation slats, be convenient for according to the width of concrete post-cast strip that subsides, the length that extension barrel revolved in the extension screw on rotating the extension subassembly, adjust the construction width between the adjacent extension subassembly, be suitable for the width of subsiding the post-cast strip.
Furthermore, an expansion screw cylinder on the mounting strip plate is in threaded fit connection with an adjacent expansion screw rod, and a screw hole socket is vertically fixed on the top surface of the mounting strip plate.
And then be connected with adjacent extension screw rod screw-thread fit through the extension screw section of thick bamboo on the installation slat, the vertical screw socket that is fixed with on the top surface of installation slat, the later stage equipment of being convenient for shakes the subassembly.
Further, damping component includes rubber seat, branch, damping spring down, inserts a section of thick bamboo and goes up the rubber seat, and lower rubber seat and last rubber seat are fixed respectively on the extension board top surface and on the bottom surface of installation slat, and vertical grafting is fixed with branch in the lower rubber seat, and the vertical cover in top of branch is equipped with damping spring, and the vertical cover in branch top is equipped with inserts a section of thick bamboo, inserts a section of thick bamboo top grafting cover and establishes in last rubber seat, damping spring's both ends respectively with adjacent branch top with insert a section of thick bamboo bottom fixed connection.
And then fix respectively on the extension board top surface and the bottom surface of installation slat through lower rubber seat and last rubber seat, vertical grafting is fixed with branch in the lower rubber seat, and the vertical cover in top of branch is equipped with damping spring, and the vertical cover in branch top is equipped with inserts a section of thick bamboo, inserts a section of thick bamboo top grafting cover and establishes in last rubber seat, damping spring's both ends respectively with adjacent branch top with insert a section of thick bamboo bottom fixed connection to the shock attenuation absorbs the vibrations of vibrations subassembly transmission, improves the stability when using.
Further, the vibrations subassembly includes vibrations pedestal and shock dynamo, vibrations pedestal level sets up the top at extension subassembly, the equal vertical frame of inserting in both sides of vibrations pedestal, insert the vertical grafting of screw socket on frame and the adjacent installation slat, it runs through to insert frame top horizontal screw and has seted up the equipment screw, insert the screw socket on frame and the adjacent installation slat and pass through bolt screw thread equipment connection, install shock dynamo on the top surface of vibrations pedestal, even vertical being fixed with on the bottom surface of vibrations pedestal smashes the shake stick.
And then set up the top at extension subassembly through vibrations case seat level, the equal vertical frame of inserting that is fixed with in both sides of vibrations case seat, insert the vertical grafting of screw socket on frame and the adjacent mounting bar board, insert the horizontal screw thread in frame top and run through and seted up the equipment screw, insert the screw socket on frame and the adjacent mounting bar board and pass through bolt screw thread equipment connection, install shock dynamo on the top surface of vibrations case seat, evenly vertically be fixed with on the bottom surface of vibrations case seat smashes the shake stick, start shock dynamo, drive vibrations case seat vibrations, smash to the concrete of pouring and shake and trowel.
Compared with the prior art, the invention has the beneficial effects that: when the poured post-settlement casting belt is tamped and vibrated by using the post-settlement casting belt reverse construction tool, firstly, according to the height of a specific post-settlement casting belt, a support screw on a support strip plate of a support component is rotated, a lifting strip plate is lifted upwards in the vertical direction, then a tamping device is lifted upwards through the lifting strip plate and lifted, then according to the width of the specific post-settlement casting belt, the screwing length of an expansion screw barrel on an expansion component on the expansion screw rod is rotated, the construction width between adjacent expansion components is adjusted, then a vibration component with a proper length is selected according to the width of the post-settlement casting belt, an insertion frame on a vibration box seat is inserted into a screw hole socket and fixed through a bolt, then a vibration motor is started to drive the vibration box seat to vibrate, and tamped and leveled poured concrete, so that the pouring stability and effectiveness during the post-settlement casting belt construction can be realized, and guarantee the stability of pouring, reduce intensity of labour simultaneously, improve the efficiency of construction, guarantee the planarization on surface, thereby overcome current subside post-cast strip and reverse the construction with smashing the shake device, it shakes the stick to smash to shake to hand to carry out through the manual work mostly, this kind of mode is smashed and is shaken inhomogeneously, the time consumption is longer during the construction, intensity of labour is higher, it is lower to hand the removal rate simultaneously, lead to the efficiency of construction lower, and lack the surface structure of leveling, the lower problem of surface planarization.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a schematic view of the overall construction of a reverse construction tool for a settled post-cast strip;
FIG. 2 is an exploded view of the inverted tool for a settled post-cast strip;
FIG. 3 is an exploded view of a tamping tool in an embodiment of a post-settlement strip inversion construction tool;
FIG. 4 is an exploded view of a shock assembly in an embodiment of a post-settlement strip inversion work tool;
FIG. 5 is an exploded view of an extension assembly in an embodiment of a reverse construction tool for a settled post-cast strip;
FIG. 6 is an exploded view of a shock assembly in an embodiment of a post-settlement strip inversion work tool;
FIG. 7 is an exploded view of a support assembly in an embodiment of a post-settlement strip inversion work tool.
In the figure: 1. a support assembly; 11. supporting the lath; 12. supporting a frame; 13. a roller; 14. a pillar; 15. lifting the batten; 16. a screw cylinder; 17. a support screw; 18. pulling the frame; 2. a tamping device; 21. a support plate; 211. a support arm; 22. an expansion component; 221. installing a batten; 222. a guide bar; 223. a support plate; 224. expanding the screw rod; 225. an expanding screw cylinder; 226. a screw socket; 23. a shock absorbing assembly; 231. a lower rubber seat; 232. a strut; 233. a damping spring; 234. inserting a cylinder; 235. an upper rubber seat; 24. a vibration assembly; 241. a vibrating box base; 242. inserting a frame; 243. assembling a screw hole; 244. vibrating a motor; 245. and (5) a tamping rod.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings of the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention. Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
Referring to fig. 1, 2, 3, 4, 5, 6 and 7, the tool for reverse construction of the post-cast strip after settlement comprises two support assemblies 1 and two tamping devices 2, wherein the two support assemblies 1 are vertically arranged under the tamping devices 2, each tamping device 2 comprises two support plates 21, two expansion assemblies 22, shock-absorbing assemblies 23 and shock-absorbing assemblies 24, the two support plates 21 are horizontally arranged on the top surface of each support plate 21, the multiple shock-absorbing assemblies 23 are vertically arranged between each expansion assembly 22 and each support plate 21, and the shock-absorbing assemblies 24 are horizontally assembled on the expansion assemblies 22.
When the poured post-cast settlement casting belt is tamped and vibrated by using the post-cast settlement casting belt reverse construction tool, firstly, according to the height of the specific post-cast settlement casting belt, the support screw 17 on the support component 1 strip plate 11 is rotated, the lifting strip plate 15 is lifted upwards in the vertical direction, then the tamping device 2 is lifted by the lifting strip plate 15 and lifted upwards, then according to the width of the specific post-cast settlement casting belt, the screwing length of the extension screw cylinder 225 on the extension component 22 on the extension screw 224 is rotated, the construction width between the adjacent extension components 22 is adjusted, then according to the width of the post-cast settlement casting belt, the vibration component 24 with the proper length is selected, the vibration box seat 241 is inserted into the screw hole socket 226 through the insertion frame 242 on the vibration box seat 241 and is fixed through the bolt, then the vibration motor 244 is started to drive the vibration box seat 241 to vibrate the poured concrete, so as to tamp and smooth the poured concrete, thereby realizing the stability and effectiveness of pouring during the post-cast settlement casting belt construction, and guarantee the stability of pouring, reduce intensity of labour simultaneously, improve the efficiency of construction, guarantee the planarization on surface.
Referring to fig. 7, the supporting assembly 1 includes two supporting strips 11 and two lifting strips 15, the lifting strips 15 are horizontally disposed on the top surfaces of the two supporting strips 11, two pillars 14 are vertically fixed on the top surfaces of the two supporting strips 11, and the pillars 14 on the top surfaces of the two supporting strips 11 are inserted into the lifting strips 15 in a sliding manner.
And then all the level is provided with lift slat 15 on the top surface through two zhi ban 11, and the vertical two spinal branch posts 14 that are fixed with on the top surface of two zhi ban 11, the pillar 14 on two zhi ban 11 top surfaces slides with lift slat 15 and runs through the grafting to be convenient for carry out the horizontal slip in the vertical direction and go up and down, be convenient for be suitable for not the post-cast strip construction demand of subsiding of co-altitude.
Referring to fig. 7, a support frame 12 is vertically fixed on the bottom surfaces of the two support strips 11, a roller 13 is rotatably mounted at the bottom end of the support frame 12, a screw cylinder 16 vertically penetrates through the middle of the two support strips 11, and a support screw 17 vertically penetrates through the screw cylinder 16.
And then all vertically be fixed with a frame 12 on the bottom surface through two zhi ban board 11, the bottom of propping up frame 12 is rotated and is installed gyro wheel 13, the later stage of being convenient for drags, continuously is under construction, guarantees the efficiency of construction, and the equal vertical screw thread runs through and installs screw barrel 16 in the middle part of two zhi ban board 11, and equal vertical screw thread runs through in screw barrel 16 and installs supporting screw 17, and the vertical direction of being convenient for is adjusted and is carried out the horizontal slip and go up and down, is convenient for be suitable for not the post-cast strip construction demand of subsiding of co-altitude.
Referring to fig. 7, the top ends of the supporting screws 17 of the two supporting strips 11 are rotatably connected to the bottom end surfaces of the adjacent lifting strips 15, and a pull frame 18 is horizontally fixed to one side of each of the two supporting strips 11.
And then the top of the supporting screw 17 through two supporting strip plates 11 is connected with the bottom end face of the adjacent lifting strip plate 15 in a rotating way, and a pulling frame 18 is horizontally fixed on one side of each of the two supporting strip plates 11, so that the two supporting strip plates can move in the vertical direction conveniently, and the supporting lifting strip plate 15 can move in the vertical direction conveniently, so that the pulling is convenient for continuously carrying out construction.
Referring to fig. 3, the support plate 21 is horizontally disposed right above the lifting slat 15, two sides of the support plate 21 are vertically penetrated with insertion holes, a plurality of support arms 211 are vertically fixed on the bottom surface of the support plate 21, and the bottom surfaces of the plurality of support arms 211 are fixed on the top surface of the lifting slat 15.
And then set up directly over lift slat 15 through extension board 21 level, the jack has been seted up in the equal vertical running-through in both sides of extension board 21, and the vertical polylith support arm 211 that is fixed with on the bottom surface of extension board 21, the bottom surface of polylith support arm 211 is fixed on the top surface of lift slat 15, is convenient for support connection supporting component 1 and smashes shake device 2.
Referring to fig. 5, the expansion assembly 22 includes two installation strips 221, support plates 223, expansion screws 224 and expansion screw cylinders 225, guide rods 222 are vertically fixed on bottom surfaces of the two installation strips 221, the guide rods 222 are vertically inserted into insertion holes of adjacent support plates 21 in a sliding manner, the support plates 223 are vertically fixed on top surfaces of the two installation strips 221, and the support plates 223 on the two installation strips 221 are respectively and rotatably and horizontally provided with the expansion screw cylinders 225 and the expansion screws 224 which are horizontally and fixedly installed.
And then all vertically be fixed with guide arm 222 on the bottom surface through two installation laths 221, guide arm 222 runs through the grafting with the jack vertical slip on the adjacent extension board 21, vertically be fixed with extension board 223 on the top surface of two installation laths 221, rotate respectively on the extension board 223 on two installation laths 221 and horizontally install extension screw 224 of extension barrel 225 and horizontal fixed mounting, be convenient for according to the width of concrete post-cast strip that subsides, rotate the length that extension barrel 225 screwed in extension screw 224 on the extension subassembly 22, adjust the construction width between the adjacent extension subassembly 22, be suitable for the width of subsiding the post-cast strip.
Referring to fig. 5, the expansion screw cylinder 225 on the mounting bar plate 221 is connected with the adjacent expansion screw 224 in a screw-fit manner, and a screw socket 226 is vertically fixed on the top surface of the mounting bar plate 221.
And then through the extension screw section of thick bamboo 225 on the installation slat 221 with adjacent extension screw 224 screw-thread fit connection, vertically be fixed with screw socket 226 on the top surface of installation slat 221, be convenient for later stage equipment vibrations subassembly 24.
Referring to fig. 4, the damping assembly 23 includes a lower rubber seat 231, a supporting rod 232, a damping spring 233, an inserting tube 234 and an upper rubber seat 235, the lower rubber seat 231 and the upper rubber seat 235 are respectively fixed on the top surface of the supporting plate 223 and the bottom surface of the mounting plate 221, the supporting rod 232 is vertically inserted and fixed in the lower rubber seat 231, the damping spring 233 is vertically sleeved on the top end of the supporting rod 232, the inserting tube 234 is vertically sleeved on the top end of the supporting rod 232, the top end of the inserting tube 234 is inserted and sleeved in the upper rubber seat 235, and two ends of the damping spring 233 are respectively fixedly connected with the top end of the adjacent supporting rod 232 and the bottom end of the inserting tube 234.
And then fix respectively on the extension board 223 top surface and on the bottom surface of installation strap 221 through lower rubber seat 231 and last rubber seat 235, vertical grafting is fixed with branch 232 in lower rubber seat 231, the vertical cover in top of branch 232 is equipped with damping spring 233, the vertical cover in branch 232 top is equipped with inserts a section of thick bamboo 234, it establishes in last rubber seat 235 to insert a section of thick bamboo 234 top grafting cover, damping spring 233's both ends respectively with adjacent branch 232 top with insert a section of thick bamboo 234 bottom fixed connection, thereby the shock attenuation absorbs the vibrations of vibrations subassembly 24 transmission, stability when improving the use.
Referring to fig. 6, the vibration assembly 24 includes a vibration box base 241 and a vibration motor 244, the vibration box base 241 is horizontally disposed on the top of the expansion assembly 22, insertion frames 242 are vertically fixed on both sides of the vibration box base 241, the insertion frames 242 are vertically inserted into screw sockets 226 on adjacent mounting strip plates 221, assembling screw holes 243 are formed through horizontal threads on the top of the insertion frames 242, the insertion frames 242 are assembled and connected with the screw sockets 226 on adjacent mounting strip plates 221 through bolt threads, the vibration motor 244 is installed on the top surface of the vibration box base 241, and vibration rods 245 are uniformly and vertically fixed on the bottom surface of the vibration box base 241.
And then set up the top at extension subassembly 22 through vibrations case seat 241 level, the equal vertical both sides of vibrations case seat 241 are fixed with inserts frame 242, insert the vertical grafting of screw socket 226 on frame 242 and the adjacent installation slat 221, insert frame 242 top horizontal screw thread and run through and seted up equipment screw 243, insert frame 242 and the screw socket 226 on the adjacent installation slat 221 and pass through bolt screw thread equipment connection, install shock dynamo 244 on the top surface of vibrations case seat 241, even vertical being fixed with on the bottom surface of vibrations case seat 241 smashes shake stick 245, start shock dynamo 244, drive vibrations case seat 241 vibrations, smash to concreting and trowel.
The working principle is as follows: when the pouring settlement post-cast strip tamping construction tool is used for tamping and vibrating the poured settlement post-cast strip, firstly, according to the height of the concrete settlement post-cast strip, the supporting screw 17 on the supporting component 1 lath 11 is rotated, the lifting lath 15 is lifted upwards in the vertical direction, then the tamping device 2 is lifted and lifted upwards through the lifting lath 15, then according to the width of the concrete settlement post-cast strip, the length of the extension screw cylinder 225 screwed in the extension screw 224 on the extension component 22 is rotated, the construction width between the adjacent extension components 22 is adjusted, then according to the width of the settlement post-cast strip, the vibration component 241 with the proper length is selected, the insertion frame 242 on the vibration box base is inserted into the screw hole socket 226, the vibration motor 244 is started to drive the vibration box base 241 to vibrate, and tamping and leveling are carried out on poured concrete.
The device obtained through the design can basically meet the requirements of stability and effectiveness of pouring during construction of the post-cast strip, ensures the pouring stability, reduces the labor intensity, improves the construction efficiency, and ensures the smoothness of the surface.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The utility model provides a subside contrary construction tool in post-cast strip which characterized in that: including supporting component (1) and smash and shake device (2), supporting component (1) is provided with two, two equal vertical settings in supporting component (1) are in smash and shake device (2) under, smash and shake device (2) and include extension board (21), extension subassembly (22), damper (23) and vibrations subassembly (24), extension board (21) are provided with two, the top surface of extension board (21) is improved level and is provided with extension subassembly (22), vertically between extension subassembly (22) and extension board (21) be provided with a plurality of damper (23), extension subassembly (22) is improved level and is assembled there is vibrations subassembly (24).
2. The inverted construction tool for the post-cast strip with settlement as claimed in claim 1, wherein the supporting component (1) comprises two supporting strips (11) and two lifting strips (15), the lifting strips (15) are horizontally arranged on the top surfaces of the two supporting strips (11), two pillars (14) are vertically fixed on the top surfaces of the two supporting strips (11), and the pillars (14) on the top surfaces of the two supporting strips (11) are inserted with the lifting strips (15) in a sliding and penetrating manner.
3. The inverted construction tool for the post-cast strip settlement as claimed in claim 2, wherein a support frame (12) is vertically fixed on the bottom surface of each of the two support plates (11), a roller (13) is rotatably mounted at the bottom end of each support frame (12), a screw cylinder (16) is vertically and penetratingly mounted in the middle of each of the two support plates (11), and a support screw (17) is vertically and penetratingly mounted in each screw thread of the screw cylinder (16).
4. The inverted tool for construction of a settled post-cast strip as claimed in claim 3, wherein the top end of the support screw (17) of the two strips (11) is rotatably connected with the bottom end face of the adjacent lifting strip (15), and a pull frame (18) is horizontally fixed on one side of the two strips (11).
5. The inverted construction tool for the post-cast strip after settlement as claimed in claim 4, wherein the support plate (21) is horizontally arranged right above the lifting slat (15), two sides of the support plate (21) are vertically provided with insertion holes, a plurality of support arms (211) are vertically fixed on the bottom surface of the support plate (21), and the bottom surfaces of the support arms (211) are fixed on the top surface of the lifting slat (15).
6. The inverted construction tool for the settled post-cast strip according to claim 5, wherein the extension assembly (22) comprises two installation strips (221), a support plate (223), an extension screw (224) and an extension screw cylinder (225), guide rods (222) are vertically fixed on the bottom surfaces of the two installation strips (221), the guide rods (222) are vertically and slidably inserted into insertion holes in the adjacent support plate (21), the support plate (223) is vertically fixed on the top surface of the two installation strips (221), and the extension screw cylinder (225) and the extension screw cylinder (224) which are horizontally and fixedly installed are respectively and rotatably installed on the support plate (223) on the two installation strips (221).
7. The inverted tool for a settled post-cast strip as claimed in claim 6, wherein the extension screw cylinder (225) of the installation strip (221) is screw-fittingly connected with the adjacent extension screw (224), and the screw socket (226) is vertically fixed on the top surface of the installation strip (221).
8. The reverse construction tool of the post-cast strip subsides of claim 6, characterized in that, damper assembly (23) includes lower rubber seat (231), branch (232), damping spring (233), insert a section of thick bamboo (234) and go up rubber seat (235), lower rubber seat (231) and last rubber seat (235) are fixed respectively on the extension board (223) top surface with on the bottom surface of installation slat (221), vertical grafting is fixed with branch (232) in lower rubber seat (231), the vertical cover in top of branch (232) is equipped with damping spring (233), the vertical cover in top of branch (232) is equipped with inserts a section of thick bamboo (234), insert a section of thick bamboo (234) top grafting cover and establish in going up rubber seat (235), damping spring (233)'s both ends respectively with adjacent branch (232) top and insert a section of thick bamboo (234) bottom fixed connection.
9. The inverted tool for a settled post-cast strip as claimed in claim 6, the vibration component (24) comprises a vibration box seat (241) and a vibration motor (244), the vibrating box seat (241) is horizontally arranged at the top of the expansion component (22), inserting frames (242) are vertically fixed on two sides of the vibration box seat (241), the inserting frames (242) are vertically inserted into screw hole sockets (226) on adjacent installation strips (221), the top horizontal thread of the inserting frame (242) is provided with an assembling screw hole (243) in a penetrating way, the plug frame (242) is assembled and connected with the screw hole socket (226) on the adjacent installation strip plate (221) through a bolt and a thread, the vibrating box is characterized in that a vibrating motor (244) is installed on the top surface of the vibrating box base (241), and vibrating rods (245) are evenly and vertically fixed on the bottom surface of the vibrating box base (241).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111190382.5A CN113818696A (en) | 2021-10-13 | 2021-10-13 | Subside contrary construction tool in post-cast strip |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111190382.5A CN113818696A (en) | 2021-10-13 | 2021-10-13 | Subside contrary construction tool in post-cast strip |
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| Publication Number | Publication Date |
|---|---|
| CN113818696A true CN113818696A (en) | 2021-12-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111190382.5A Pending CN113818696A (en) | 2021-10-13 | 2021-10-13 | Subside contrary construction tool in post-cast strip |
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| JP2005325666A (en) * | 2004-05-17 | 2005-11-24 | Ichiro Tsukada | Ready-mixed concrete placing method for floor surface layer |
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Application publication date: 20211221 |
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