CN211775729U - High-precision construction formwork equipment suitable for double-width ultra-long wall - Google Patents
High-precision construction formwork equipment suitable for double-width ultra-long wall Download PDFInfo
- Publication number
- CN211775729U CN211775729U CN201921874256.XU CN201921874256U CN211775729U CN 211775729 U CN211775729 U CN 211775729U CN 201921874256 U CN201921874256 U CN 201921874256U CN 211775729 U CN211775729 U CN 211775729U
- Authority
- CN
- China
- Prior art keywords
- formwork
- steel
- backer
- steel frame
- support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a high-precision construction formwork device suitable for a double-width overlong wall body, which comprises two groups of door-type steel bracket systems and a steel frame bamboo glue formwork; two sets of gate-type shaped steel support systems set up relatively to connect through connecting the truss. The utility model discloses an in being applicable to two width of cloth overlength wall body high accuracy construction die carrier equipment, tip template backer steelframe and middle template backer steelframe are standardized module, and the equipment and the dismantlement of being convenient for have improved the installation effectiveness of equipment. In addition, the end formwork backer steel frame and the middle formwork backer steel frame are in a door shape, the installation positions of the formworks of the end formwork backer steel frame and the middle formwork backer steel frame can be adjusted according to different cross sections of the pool wall, and the construction quality of the pool wall is improved.
Description
Technical Field
The utility model relates to a construction field, specially adapted rectangular shape pond concrete wall construction, in particular to be applicable to two width of cloth overlength wall body high accuracy construction die carriers and equip.
Background
At present, the pool wall of the pool generally adopts a construction method of a full framing scaffold and a template. However, when the length of the pool wall is long and the section of the pool wall is irregular, if the traditional construction method of the full framing scaffold and the formwork is adopted, the problems of low on-site construction efficiency, limited flatness adjustment measures, poor integrity of the formwork, low formwork installation precision, difficult formwork removal and the like exist, and the construction progress and the construction quality are affected.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem, the utility model provides a be applicable to double width overlength wall body high accuracy construction die carrier and equip.
The utility model discloses a technical scheme suitable for two width of cloth overlength wall body high accuracy construction die carriers equips as follows:
a high-precision construction formwork device suitable for a double-width ultra-long wall body comprises two groups of door type steel bracket systems and a steel frame bamboo glue formwork;
the portal-type steel support system comprises two end template backer steel frames and a plurality of middle template backer steel frames, the middle template backer steel frames are sequentially arranged between the two end template backer steel frames, the end template backer steel frames and the middle template backer steel frames are connected into a whole through connecting beams, and the end template backer steel frames and the middle template backer steel frames are in a portal shape;
the inner end faces of the door-shaped inner side frames of each end template backer steel frame and the middle template backer steel frame are respectively fixed with a steel frame bamboo glue template;
two sets of gate-type shaped steel support systems set up relatively to connect through connecting the truss.
The utility model discloses an in being applicable to two width of cloth overlength wall body high accuracy construction die carrier equipment, tip template backer steelframe and middle template backer steelframe are standardized module, and the equipment and the dismantlement of being convenient for have improved the installation effectiveness of equipment. In addition, the end formwork backer steel frame and the middle formwork backer steel frame are in a door shape, the installation positions of the formworks of the end formwork backer steel frame and the middle formwork backer steel frame can be adjusted according to different cross sections of the pool wall, and the construction quality of the pool wall is improved.
Further, be applicable to in the high accuracy construction die carrier equipment of double width overlength wall body, steel frame bamboo glues the template and includes template steel framework and sets up the bamboo gluey template in the terminal surface of template steel framework, the door font inboard frame of tip template backer's mountain steelframe and middle template backer's mountain steelframe all from lower to upper interval ground has template fixing support and the channel-section steel that slides of corresponding template through the bolt spiro union, the other end of template steel framework's outer terminal surface spiro union template fixing support and be fixed with the template pulley, the template pulley cunning is in the channel-section steel that slides of corresponding template, the template pulley is fixed on corresponding template fixing support. The bamboo glue template is adopted, so that the construction quality can be guaranteed, the cost is saved, and the bamboo glue template is green and environment-friendly. In addition, template fixing support and template channel-section steel that slides pass through the bolt to be fixed in advance on door-type shaped steel support system, during the installation, hoist steel frame bamboo glued template to the template channel-section steel that slides, in the corresponding template channel-section steel that slides is arranged in to the template pulley, through promoting steel frame bamboo glued template, the template pulley of steel frame bamboo glued template moves the assigned position along the channel-section steel that slides of template, then fixes template steel frame on template fixing support. By the structure and the installation method, the installation precision of the steel frame bamboo glued template can be effectively improved, and the steel frame bamboo glued template is more convenient to install and remove.
Further, be applicable to during two width of cloth overlength wall body high accuracy construction die carrier equips, each tip template backer steelframe and middle template backer steelframe set up the sliding device, the sliding device includes gyro wheel and steelframe fixing support, the gyro wheel sets up in the bottom of tip template backer steelframe and middle template backer steelframe, steelframe fixing support sets up in the both sides of gyro wheel. The sliding device enables the end portion formwork backer steel frame and the middle formwork backer steel frame to move more conveniently, and after the end portion formwork backer steel frame and the middle formwork backer steel frame move in place, the steel frame fixing supports on two sides of the roller can be fixedly connected with the ground through bolts, so that the end portion formwork backer steel frame and the middle formwork backer steel frame are more stable.
Further, be applicable to during two width of cloth overlength wall body high accuracy construction die carrier equips, the lateral part of gate-type shaped steel mounting system sets up the attitude adjustment subassembly, the attitude adjustment subassembly includes the bracing and arranges the portion of sliding that is used for adjusting the bracing on the terrace in, the one end of bracing is articulated with the side upper portion of gate-type shaped steel mounting system, the other end is connected with the portion of sliding. The verticality of the portal type steel support system can be adjusted by the attitude adjusting assembly, and the construction quality is further improved.
Further, be applicable to during two width of cloth overlength wall body high accuracy construction die carrier equips, the internal thread hole has been seted up including sleeve, adjusting bolt, adjusting nut, U type bolt, two lock nuts, bracing support and the mounting panel of parcel bracing bottom to the portion of sliding, adjusting bolt wears to locate the internal thread hole and withstands the bottom of bracing and locks through adjusting nut, the bracing support sets up perpendicularly in the lateral part of gate-type shaped steel support system, the mounting panel sets up in the tip of bracing support, the sleeve sets up on the mounting panel, U type bolt cover is located on the bracing, the mounting panel is passed and two lock nut lock bracing respectively at the both ends of U type bolt, the universal wheel is installed to the bottom of bracing support. When adjusting the straightness that hangs down of gate-type shaped steel support system, at first, remove gesture adjustment subassembly to assigned position through the universal wheel, set up the one end of bracing and the one end of bracing support respectively in the lateral part of gate-type shaped steel support system, revolve wrong adjusting bolt, make adjusting bolt slant reciprocate, adjusting bolt drives the bracing and removes, and the bracing pushes up corresponding portal removal thereupon to the straightness that hangs down that corresponds the portal is adjusted. After the verticality adjustment is finished, the adjusting bolt is locked by the adjusting nut, the inclined strut is sleeved by the U-shaped bolt, and two ends of the U-shaped bolt penetrate through the mounting plate and are respectively locked by the two locking nuts to prevent the inclined strut from moving downwards.
Further, be applicable to during two width of cloth overlength wall body high accuracy construction die carrier equips, in order to make the gesture adjustment subassembly more stable, still including setting up the bearing diagonal frame in bracing support both sides respectively, bearing diagonal frame one end and the end connection of bracing support, the other end is connected with the lateral part of gate-type shaped steel support system, bearing diagonal frame and bracing support are located the coplanar.
Further, the formwork device is suitable for high-precision construction formwork equipment for double-width ultra-long walls, and specifically, six connecting section steels are arranged in the middle of the end formwork backer steel frame from bottom to top; and the middle part of the middle template backer steel frame is provided with an H-shaped steel.
Furthermore, in being applicable to double-width overlength wall body high accuracy construction die carrier equipment, for the convenience of constructor construction, the both sides of gate-type shaped steel support system are fixed with operation platform by bottom to top interval ground.
Further, be applicable to in the high accuracy construction die carrier equipment of double width overlength wall body, for the convenience of constructor construction, the both ends of gate-type shaped steel support system set up perpendicular cage and maintain the passageway.
Furthermore, the device is suitable for the high-precision construction formwork equipment for the double-width ultra-long wall body, and further comprises a hydraulic power system arranged corresponding to the door type section steel support system; the hydraulic power system comprises a controller, a track, an intermittent clamping device, a hydraulic oil cylinder, a connecting bracket support and a displacement sensor; the intermittent clamping device is fixedly connected with one end of a hydraulic oil cylinder, the other end of the hydraulic oil cylinder is fixedly connected with one end of a connecting bracket support, and the other end of the connecting bracket support is fixedly connected with the door type steel support system; the displacement sensors are used for monitoring stroke propelling displacement of the hydraulic oil cylinder and transmitting the stroke propelling displacement to the controller, the controller is used for comparing the stroke propelling displacement transmitted by each displacement sensor, and when the two stroke propelling displacements are asynchronous, the hydraulic oil cylinder is adjusted according to the deviation value, so that synchronous stroke propelling is realized. When the hydraulic power system works, the intermittent clamping device clamps the corresponding track, and the hydraulic oil cylinder is started to push the door type steel support system to advance. Then, the intermittent clamping device is loosened, the hydraulic oil cylinder is contracted, and one stroke of propulsion is realized.
Further, in being applicable to two width of cloth overlength wall body high accuracy construction die carrier equipment, in order to make the die carrier equipment more stable, the below at connecting the truss middle part sets up vertical adjustable brace, the bottom of vertical adjustable brace sets up the wheel.
Drawings
Fig. 1 is a schematic diagram of the high-precision construction formwork equipment suitable for the double-width ultra-long wall body of the utility model;
FIG. 2 is a front view of the high-precision construction formwork equipment for double-width ultra-long walls of the present invention;
FIG. 3 is a top view of a portal type steel support system suitable for the double-width ultra-long wall high-precision construction formwork equipment of the utility model;
fig. 4 is a schematic structural view of a steel frame bamboo glue template, an operation platform, a posture adjustment assembly and a sliding device which are suitable for the double-width ultra-long wall high-precision construction formwork equipment of the utility model;
fig. 5 is a partial schematic view of a steel frame bamboo glue template suitable for a double-width ultra-long wall high-precision construction formwork device of the utility model;
fig. 6 is the utility model discloses a hydraulic power system's schematic diagram suitable for two width of cloth overlength wall body high accuracy construction die carriers equips.
Detailed Description
The present invention will be described in further detail with reference to the following drawings and specific embodiments. The advantages and features of the present invention will become more fully apparent from the following description and appended claims. It should be noted that the drawings are in simplified form and are not to precise scale, and are provided for convenience and clarity in order to facilitate the description of the embodiments of the present invention.
Example 1:
referring to fig. 1 to 3, the embodiment provides a high-precision construction formwork device suitable for a double-width ultra-long wall, which includes two sets of gate-type steel bracket systems 100 and a steel frame bamboo glue formwork 200;
the portal-type steel support system 100 comprises two end formwork backer steel frames 101 and a plurality of middle formwork backer steel frames 102, the middle formwork backer steel frames 102 are sequentially arranged between the two end formwork backer steel frames 101, the end formwork backer steel frames 101 and the middle formwork backer steel frames 102 are connected into a whole through connecting beams, and the end formwork backer steel frames 101 and the middle formwork backer steel frames 102 are in a portal shape;
a steel frame bamboo glue template 200 is fixed on the inner end surface of the door-shaped inner side frame of each end template backer steel frame 101 and the middle template backer steel frame 102;
two sets of gate-type shaped steel support systems 100 set up relatively to connect through connecting truss 1000.
In the high-precision construction formwork equipment suitable for the double-width ultra-long wall, the end formwork backer steel frame 101 and the middle formwork backer steel frame 102 are standardized modules, so that the assembly and disassembly are convenient, and the installation efficiency of the equipment is improved. In addition, the end formwork backer steel frames 101 and the middle formwork backer steel frame 102 are in a door shape, and the installation positions of the formworks of the end formwork backer steel frames 101 and the middle formwork backer steel frame 102 can be adjusted according to different cross sections of the pool wall, so that the construction quality of the pool wall is improved.
As a preferred embodiment, referring to fig. 4 to 5, the steel frame bamboo glue formwork 200 is suitable for use in a double-width ultra-long wall high-precision construction formwork device, and includes a formwork steel frame 201 and a bamboo glue formwork 202 disposed on an inner end surface of the formwork steel frame 201, the portal inner frames of the end formwork backer steel frame 101 and the middle formwork backer steel frame 102 are respectively screwed with a formwork fixing support 203 and a corresponding formwork sliding channel 204 from bottom to top at intervals through bolts, an outer end surface of the formwork steel frame 201 is screwed with the other end of the formwork fixing support 203 and is fixed with a formwork pulley 205, the formwork pulley 205 is slidably fitted in the corresponding formwork sliding channel 204, and the formwork pulley 205 is fixed on the corresponding formwork fixing support 203. The bamboo glue template 202 is adopted, so that the construction quality can be guaranteed, the cost is saved, and the environment is protected. In addition, the formwork fixing support 203 and the formwork sliding channel steel 204 are fixed on the portal-type steel support system 100 in advance through bolts, during installation, the steel frame bamboo glue formwork 200 is hoisted to the formwork sliding channel steel 204, the formwork pulleys 205 are arranged in the corresponding formwork sliding channel steel 204, the formwork pulleys 205 of the steel frame bamboo glue formwork 200 move to the designated positions along the formwork sliding channel steel 204 by pushing the steel frame bamboo glue formwork 200, and then the formwork steel frame 201 is fixed on the formwork fixing support 203. Through the structure and the installation method, the installation precision of the steel frame bamboo glued template 200 can be effectively improved, and the installation and the removal of the steel frame bamboo glued template 200 are more convenient.
As a preferred embodiment, referring to fig. 1 and 4, in the high-precision construction formwork equipment suitable for the double-width ultra-long wall, each of the end formwork backer steel frames 101 and the middle formwork backer steel frame 102 is provided with a sliding device 500, the sliding device 500 includes a roller 501 and a steel frame fixing support 502, the roller 501 is arranged at the bottom of each of the end formwork backer steel frames 101 and the middle formwork backer steel frame 102, and the steel frame fixing support 502 is arranged at both sides of the roller 501. The sliding device 500 facilitates the movement of the end formwork backer steel frames 101 and the middle formwork backer steel frame 102, and after the end formwork backer steel frames 101 and the middle formwork backer steel frame 102 move in place, the steel frame fixing supports 502 on the two sides of the roller 501 can be fixedly connected with the ground through bolts, so that the end formwork backer steel frames 101 and the middle formwork backer steel frame 102 are more stable.
As a preferred embodiment, referring to fig. 1 and 4, in the formwork equipment suitable for high-precision construction of a double-width ultra-long wall, an attitude adjustment assembly 400 is arranged at a side portion of the door-type steel support system 100, the attitude adjustment assembly 400 includes an inclined strut 401 and a sliding portion arranged on a floor and used for adjusting the inclined strut 401, one end of the inclined strut 401 is hinged to an upper portion of the side portion of the door-type steel support system 100, and the other end of the inclined strut 401 is connected to the sliding portion. The verticality of the door-type steel support system 100 can be adjusted by the posture adjusting assembly 400, and the construction quality is further improved.
As a preferred embodiment, referring to fig. 1 and 4, the formwork is suitable for use in high-precision construction formwork equipment for double-width ultra-long walls, the sliding part comprises a sleeve 402 wrapping the bottom of the inclined strut, an adjusting bolt 403, an adjusting nut 404, a U-shaped bolt 405, two locking nuts, an inclined strut bracket 406 and a mounting plate 408, the bottom of the sleeve 402 is provided with an internal threaded hole, the adjusting bolt 403 is arranged in the internal threaded hole in a penetrating manner and props against the bottom of the inclined strut 401 and is locked by the adjusting nut 404, the diagonal brace bracket 406 is vertically arranged at the side of the door type steel bracket system 100, the mounting plate 408 is arranged at the end of the diagonal brace bracket 406, the sleeve 402 is arranged on the mounting plate 408, the U-shaped bolt 405 is sleeved on the inclined strut 401, two ends of the U-shaped bolt 405 penetrate through the mounting plate 408 and lock the inclined strut 401 through two locking nuts respectively, and a universal wheel 407 is mounted at the bottom of the inclined strut support 406. When adjusting the straightness that hangs down of gate-type shaped steel support system 100, at first, remove gesture adjustment subassembly 400 to the assigned position through universal wheel 407, set up the one end of bracing 401 and the one end of bracing support 406 respectively in the lateral part of gate-type shaped steel support system 100, twist adjusting bolt 403 soon, make adjusting bolt 403 slant reciprocate, adjusting bolt 403 drives bracing 401 and removes, and bracing 401 pushes up corresponding portal removal along with it to the straightness that hangs down of adjustment corresponding portal. After the perpendicularity adjustment is finished, the adjusting bolt 403 is locked by the adjusting nut 404, the inclined strut 401 is sleeved with the U-shaped bolt 405, two ends of the U-shaped bolt 405 penetrate through the mounting plate 408 and lock the inclined strut 401 through the two locking nuts respectively, and the inclined strut 401 is prevented from moving downwards.
As a preferred embodiment, referring to fig. 3 and 4, the formwork apparatus suitable for high-precision construction of a double-width ultra-long wall further includes inclined support frames 4062 respectively disposed at two sides of the inclined support frame 406, in order to make the posture adjustment assembly 400 more stable, one end of each inclined support frame 4062 is connected to an end of the inclined support frame 406, the other end is connected to a side of the door-type steel support frame system 100, and the inclined support frames 4062 and the inclined support frame 406 are located on the same plane.
As a better implementation mode, the method is suitable for high-precision construction formwork equipment for double-width ultra-long walls, and specifically, six connecting section steels are arranged in the middle of the end formwork backer steel frame 101 from bottom to top; an H-shaped steel is arranged in the middle of the middle formwork backer steel frame 102.
As a preferred embodiment, referring to fig. 1, in the high-precision construction formwork equipment suitable for the double-width ultra-long wall, in order to facilitate the construction of constructors, operation platforms 300 are fixed to both sides of the gate-type steel support system 100 at intervals from bottom to top.
As a preferred embodiment, referring to fig. 2, in the high-precision construction formwork equipment suitable for the double-width ultra-long wall, for convenience of construction by a constructor, vertical cage type maintenance channels 700 are arranged at two ends of the gate type steel support system 100.
As a preferred embodiment, referring to fig. 3, 4 and 6, the hydraulic power system 800 is adapted to the double-width ultra-long wall high-precision construction formwork equipment, and further includes a hydraulic power system corresponding to the portal-type steel support system 100; the hydraulic power system 800 comprises a controller, a track 801, an intermittent clamping device 802, a hydraulic oil cylinder 804, a connecting bracket 805 and a displacement sensor 806; the sliding device 500 is arranged on the track 801, the intermittent clamping device 802 is movably connected with the track 801, the intermittent clamping device 802 is fixedly connected with one end of a hydraulic oil cylinder 804, the other end of the hydraulic oil cylinder 804 is fixedly connected with one end of a connecting bracket 805, and the other end of the connecting bracket 805 is fixedly connected with the door-type steel support system 100; the displacement sensors 806 are used for monitoring stroke propelling displacement of the hydraulic oil cylinders 804 and transmitting the stroke propelling displacement to the controller, the controller is used for comparing the stroke propelling displacement transmitted by each displacement sensor 806, and when the two stroke propelling displacements are asynchronous, the hydraulic oil cylinders 804 are adjusted according to the deviation value, so that synchronous stroke propelling is realized. When the hydraulic power system works, the intermittent clamping device 802 clamps the corresponding track 801, the hydraulic oil cylinder 804 is started, and the door-type steel support system 100 is pushed to advance. The intermittent clamp 802 is then released and the hydraulic ram 804 is retracted to effect one stroke advance.
As a preferred embodiment, referring to fig. 1, in order to make the formwork equipment suitable for high-precision construction of a double-width ultra-long wall body more stable, a vertical adjustable support 900 is arranged below the middle part of the connecting truss 1000, and wheels 901 are arranged at the bottom of the vertical adjustable support 900.
Example 2:
the embodiment provides a use method of the high-precision construction formwork equipment suitable for the double-width ultra-long wall body, which is described in embodiment 1, and comprises the following steps:
referring to fig. 1 to 6, the construction method suitable for the double-width ultra-long wall high-precision construction formwork equipment of the embodiment is technically characterized by comprising the following steps:
firstly, respectively assembling an end formwork backer steel frame 101 and a middle formwork backer steel frame 102;
secondly, assembling the assembled end formwork backer steel frames 101 and the middle formwork backer steel frames 102 together through connecting beams, and arranging the middle formwork backer steel frames 102 between the two end formwork backer steel frames 101 in sequence to form two groups of oppositely arranged portal type steel support systems 100;
thirdly, arranging a posture adjusting assembly 400 at the side part of the door-type steel support system 100, and adjusting the verticality of the door-type steel support system 100 through the posture adjusting assembly 400;
fourthly, fixing the template fixing support 203 and the template sliding channel steel 204 on the portal-type steel support system 100 through bolts, respectively hoisting each steel frame bamboo glue template 200 to the template sliding channel steel 204, arranging the template pulley 205 in the corresponding template sliding channel steel 204, moving the template pulley 205 of the steel frame bamboo glue template 200 to a specified position along the template sliding channel steel 204 by pushing the steel frame bamboo glue template 200, and then fixing the template steel frame 201 on the template fixing support 203;
fifthly, a connecting truss 1000 is arranged between the two groups of door-type steel support systems 100, a vertical adjustable support 900 is arranged below the middle part of the connecting truss 1000, and wheels 901 are arranged at the bottom of the vertical adjustable support 900.
Sixthly, pouring concrete into the door type steel support system 100 and maintaining;
seventhly, after the strength of the concrete reaches the design requirement, sliding the bamboo glue templates 200 of the steel frames out of the door type steel support system 100 from top to bottom;
and eighthly, moving the high-precision construction formwork suitable for the double-width ultra-long wall to the next station, and repeating the first step to the seventh step.
The construction method suitable for the double-width ultra-long wall high-precision construction formwork equipment has the following technical effects:
(1) the end formwork backer steel frame 101 and the middle formwork backer steel frame 102 are standardized modules, so that the assembly and disassembly are convenient, and the installation efficiency of the equipment is improved;
(2) the end formwork backer steel frames 101 and the middle formwork backer steel frames 102 are in a door shape, and the installation positions of the formworks of the end formwork backer steel frames 101 and the middle formwork backer steel frames 102 can be adjusted according to different cross sections of the pool wall, so that the construction quality of the pool wall is improved;
(3) the attitude adjusting assembly 400 can adjust the verticality of the door type steel support system 100, so that the construction quality is further improved;
(4) the steel frame bamboo glued template 200 is installed in a sliding installation mode, so that the installation precision of the steel frame bamboo glued template 200 can be effectively improved, and the steel frame bamboo glued template 200 is more convenient to install and remove.
As a preferred embodiment, in the construction method suitable for the high-precision construction formwork equipment of the double-width ultra-long wall, each of the end formwork backer steel frames 101 and the middle formwork backer steel frame 102 is provided with a sliding device 500, the sliding device 500 comprises a roller 501 and a steel frame fixing support 502, the roller 501 is arranged at the bottom of each of the end formwork backer steel frames 101 and the middle formwork backer steel frame 102, and the steel frame fixing support 502 is arranged at two sides of the roller 501; in the third step, the position of the portal-type steel support system 100 is adjusted through the roller 501, after the verticality of the portal-type steel support system 100 is adjusted, a bolt penetrates through the steel frame fixing support 502 and is connected with the ground, and the portal-type steel support system 100 is fixed; in the seventh step, the bolts in the steel frame fixing support 502 are removed. The sliding device 500 facilitates the movement of the end formwork backer steel frames 101 and the middle formwork backer steel frame 102, and after the end formwork backer steel frames 101 and the middle formwork backer steel frame 102 move in place, the steel frame fixing supports 502 on the two sides of the roller 501 can be fixedly connected with the ground through bolts, so that the end formwork backer steel frames 101 and the middle formwork backer steel frame 102 are more stable.
As a preferred embodiment, the construction method suitable for the high-precision construction formwork equipment of the double-width ultra-long wall further comprises a hydraulic power system 800 corresponding to the portal type steel support system 100; the hydraulic power system 800 comprises a controller, a track 801, an intermittent clamping device 802, a hydraulic oil cylinder 804, a connecting bracket 805 and a displacement sensor 806; the sliding device 500 is arranged on the track 801, the intermittent clamping device 802 is movably connected with the track 801, the intermittent clamping device 802 is fixedly connected with one end of a hydraulic oil cylinder 804, the other end of the hydraulic oil cylinder 804 is fixedly connected with one end of a connecting bracket 805, and the other end of the connecting bracket 805 is fixedly connected with the door-type steel support system 100; the displacement sensors 806 are used for monitoring stroke propelling displacement of the hydraulic oil cylinders 804 and transmitting the stroke propelling displacement to the controller, the controller is used for comparing the stroke propelling displacement transmitted by each displacement sensor 806, and when the two stroke propelling displacements are asynchronous, the hydraulic oil cylinders 804 are adjusted according to the deviation value, so that synchronous stroke propelling is realized. When the hydraulic power system works, the intermittent clamping device 802 clamps the corresponding track 801, the hydraulic oil cylinder 804 is started, and the door-type steel support system 100 is pushed to advance. The intermittent clamp 802 is then released and the hydraulic ram 804 is retracted to effect one stroke advance.
In a preferable embodiment, in the construction method suitable for the high-precision construction formwork equipment of the double-width super-long wall, the sliding part comprises a sleeve 402 wrapping the bottom of the inclined strut, an adjusting bolt 403, an adjusting nut 404, a U-shaped bolt 405, two locking nuts, an inclined strut bracket 406 and a mounting plate 408, the bottom of the sleeve 402 is provided with an internal threaded hole, the adjusting bolt 403 is arranged in the internal threaded hole in a penetrating manner and props against the bottom of the inclined strut 401 and is locked by the adjusting nut 404, the diagonal brace bracket 406 is vertically arranged at the side of the door type steel bracket system 100, the mounting plate 408 is arranged at the end of the diagonal brace bracket 406, the sleeve 402 is arranged on the mounting plate 408, the U-shaped bolt 405 is sleeved on the inclined strut 401, two ends of the U-shaped bolt 405 penetrate through the mounting plate 408 and lock the inclined strut 401 through two locking nuts respectively, and a universal wheel 407 is mounted at the bottom of the inclined strut support 406. In the third step, when adjusting the verticality of the door-type steel support system 100, firstly, the posture adjustment assembly 400 is moved to a designated position through the universal wheel 407, one end of the diagonal brace 401 and one end of the diagonal brace support 406 are respectively arranged at the side part of the door-type steel support system 100, the adjusting bolt 403 is screwed to enable the adjusting bolt 403 to obliquely move up and down, the adjusting bolt 403 drives the diagonal brace 401 to move, and then the diagonal brace 401 pushes against the corresponding door frame to move, so that the verticality of the corresponding door frame is adjusted. After the perpendicularity adjustment is finished, the adjusting bolt 403 is locked by the adjusting nut 404, the inclined strut 401 is sleeved with the U-shaped bolt 405, two ends of the U-shaped bolt 405 penetrate through the mounting plate 408 and lock the inclined strut 401 through the two locking nuts respectively, and the inclined strut 401 is prevented from moving downwards.
In order to make the posture adjustment assembly 400 more stable, the third step further includes inclined support frames 4062 respectively disposed at two sides of the inclined support frame 406, where one end of each inclined support frame 4062 is connected to an end of the inclined support frame 406, the other end is connected to a side of the door-type steel support system 100, and the inclined support frames 4062 and the inclined support frames 406 are located on the same plane.
The above description is only for the purpose of describing the preferred embodiments of the present invention, and is not intended to limit the scope of the present invention, and any variations and modifications made by those skilled in the art based on the above disclosure are within the scope of the appended claims.
Claims (11)
1. A high-precision construction formwork device suitable for a double-width ultra-long wall body is characterized by comprising two groups of door type steel bracket systems (100) and a steel frame bamboo glue formwork (200);
the portal-type steel support system (100) comprises two end template backer steel frames (101) and a plurality of middle template backer steel frames (102), the middle template backer steel frames (102) are sequentially arranged between the two end template backer steel frames (101), the end template backer steel frames (101) and the middle template backer steel frames (102) are connected into a whole through connecting beams, and the end template backer steel frames (101) and the middle template backer steel frames (102) are in a portal shape;
a steel frame bamboo glue template (200) is fixed on the inner end surface of the door-shaped inner side frame of each end template backer steel frame (101) and the middle template backer steel frame (102);
two groups of door-type shaped steel support systems (100) are arranged oppositely and connected through a connecting truss (1000).
2. The high-precision construction formwork equipment suitable for the double-width ultra-long wall body as claimed in claim 1, wherein the steel frame bamboo glue formwork (200) comprises a formwork steel frame (201) and a bamboo glue formwork (202) arranged on the inner end face of the formwork steel frame (201), the portal inner side frames of the end formwork backer steel frame (101) and the middle formwork backer steel frame (102) are respectively in threaded connection with a formwork fixing support (203) and a corresponding formwork sliding channel steel (204) through bolts from bottom to top at intervals, the outer end face of the formwork steel frame (201) is in threaded connection with the other end of the formwork fixing support (203) and is fixed with a formwork pulley (205), the formwork pulley (205) is in sliding fit with the corresponding formwork sliding channel steel (204), and the formwork pulley (205) is fixed on the corresponding formwork fixing support (203).
3. The high-precision construction formwork equipment suitable for the double-width ultra-long wall body is characterized in that each end formwork backer steel frame (101) and the middle formwork backer steel frame (102) is provided with a sliding device (500), the sliding device (500) comprises a roller (501) and a steel frame fixing support (502), the roller (501) is arranged at the bottom of each end formwork backer steel frame (101) and the bottom of each middle formwork backer steel frame (102), and the steel frame fixing supports (502) are arranged at two sides of the roller (501).
4. The high-precision construction formwork device suitable for the double-width ultra-long wall body is characterized in that a posture adjusting assembly (400) is arranged on the side portion of the door-type steel support system (100), the posture adjusting assembly (400) comprises an inclined strut (401) and a sliding portion which is arranged on a floor and used for adjusting the inclined strut (401), one end of the inclined strut (401) is hinged to the upper portion of the side of the door-type steel support system (100), and the other end of the inclined strut is connected with the sliding portion.
5. The high-precision construction formwork device suitable for the double-width ultra-long wall body is characterized in that the sliding part comprises a sleeve (402) wrapping the bottom of the inclined strut, an adjusting bolt (403), an adjusting nut (404), a U-shaped bolt (405), two locking nuts, an inclined strut bracket (406) and a mounting plate (408), wherein the bottom of the sleeve (402) is provided with an internal threaded hole, the adjusting bolt (403) penetrates through the internal threaded hole, abuts against the bottom of the inclined strut (401) and is locked through the adjusting nut (404), the inclined strut bracket (406) is vertically arranged on the side part of the door-type steel bracket system (100), the mounting plate (408) is arranged at the end part of the inclined strut bracket (406), the sleeve (402) is arranged on the mounting plate (408), the U-shaped bolt (405) is sleeved on the inclined strut (401), two ends of the U-shaped bolt (405) penetrate through the mounting plate (408) and are respectively locked with the inclined strut (401) through the two locking nuts, the bottom of the inclined strut bracket (406) is provided with a universal wheel (407).
6. The high-precision construction formwork equipment suitable for the double-width ultra-long wall body as claimed in claim 5, further comprising inclined support frames (4062) respectively arranged at two sides of the inclined support frame (406), wherein one end of each inclined support frame (4062) is connected with the end part of the inclined support frame (406), the other end of each inclined support frame (4062) is connected with the side part of the portal type steel support frame system (100), and the inclined support frames (4062) and the inclined support frames (406) are located on the same plane.
7. The high-precision construction formwork equipment suitable for the double-width ultra-long wall body as claimed in claim 1, wherein six connecting section steels are arranged in the middle of the end formwork backer steel frame (101) from bottom to top;
an H-shaped steel is arranged in the middle of the middle formwork backer steel frame (102).
8. The high-precision construction formwork equipment suitable for the double-width ultra-long wall body as claimed in claim 1, wherein the operation platform (300) is fixed on two sides of the door type steel support system (100) at intervals from bottom to top.
9. The high-precision construction formwork equipment suitable for the double-width ultra-long wall body is characterized in that the vertical cage type maintenance channels (700) are arranged at two ends of the door type steel support system (100).
10. The high-precision construction formwork equipment suitable for the double-width ultra-long wall body as claimed in claim 3, further comprising a hydraulic power system (800) arranged corresponding to the portal type steel support system (100); the hydraulic power system (800) comprises a controller, a track (801), an intermittent clamping device (802), a hydraulic oil cylinder (804), a connecting bracket (805) and a displacement sensor (806); the sliding device (500) is arranged on a track (801), the intermittent clamping device (802) is movably connected with the track (801), the intermittent clamping device (802) is fixedly connected with one end of a hydraulic oil cylinder (804), the other end of the hydraulic oil cylinder (804) is fixedly connected with one end of a connecting bracket support (805), and the other end of the connecting bracket support (805) is fixedly connected with the door-type steel support system (100); the displacement sensors (806) are used for monitoring stroke propelling displacement of the hydraulic oil cylinders (804) and transmitting the stroke propelling displacement to the controller, the controller is used for comparing the stroke propelling displacement transmitted by the displacement sensors (806), and when the two stroke propelling displacements are asynchronous, the hydraulic oil cylinders (804) are adjusted according to the deviation value to realize synchronous stroke propelling.
11. The high-precision construction formwork equipment suitable for the double-width ultra-long wall body is characterized in that a vertical adjustable support (900) is arranged below the middle part of the connecting truss (1000), and wheels (901) are arranged at the bottom of the vertical adjustable support (900).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921874256.XU CN211775729U (en) | 2019-11-02 | 2019-11-02 | High-precision construction formwork equipment suitable for double-width ultra-long wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921874256.XU CN211775729U (en) | 2019-11-02 | 2019-11-02 | High-precision construction formwork equipment suitable for double-width ultra-long wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211775729U true CN211775729U (en) | 2020-10-27 |
Family
ID=72962572
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921874256.XU Active CN211775729U (en) | 2019-11-02 | 2019-11-02 | High-precision construction formwork equipment suitable for double-width ultra-long wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211775729U (en) |
-
2019
- 2019-11-02 CN CN201921874256.XU patent/CN211775729U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| LU101102B1 (en) | Machine Non-Excavation Advancing Apparatus | |
| CN202768014U (en) | Lining trolley for emergency parking strip | |
| CN106320713B (en) | 3D building printing operation platform | |
| CN111691689A (en) | Assembly type steel structure building installation construction equipment and installation construction method | |
| CN210858744U (en) | Tunnel lining trolley template | |
| CN211775729U (en) | High-precision construction formwork equipment suitable for double-width ultra-long wall | |
| CN214169903U (en) | Hydraulic jacking climbing mold mechanism | |
| CN110748148B (en) | Construction method suitable for high-precision construction formwork equipment of double-width ultra-long wall | |
| CN110748150A (en) | High-precision construction formwork equipment suitable for double-width ultra-long wall | |
| CN115306152B (en) | Large-inclination-angle inclined wall folding and separating jacking type steel platform construction device and method | |
| CN115977248B (en) | Steel structure interlayer and construction process thereof | |
| CN110748151B (en) | High-precision construction formwork equipment suitable for single ultra-long wall and mounting method thereof | |
| CN211775727U (en) | High-precision construction formwork device suitable for single-width ultra-long wall | |
| CN107035384B (en) | A kind of pipe sheet assembling method for fragment prefabrication and assembly construction underground pipe gallery | |
| CN211775728U (en) | Construction formwork equipment suitable for over 400-meter ultra-long wall | |
| CN2197410Y (en) | Scaffolding installation | |
| CN110748149B (en) | Die carrier equipment suitable for construction of ultra-long wall body with length of more than 400 meters and mounting method of die carrier equipment | |
| CN111173445B (en) | Drilling is with moving platform truck based on construction of TBM method tunnel | |
| CN210217757U (en) | Overlength lining cutting platform truck | |
| CN210622816U (en) | Movable adjustable novel grouting template | |
| CN202467144U (en) | Embedded positioning device for preset hole of building structure | |
| CN111622264A (en) | Underground pipe gallery automatic control creeping formwork system and operation method thereof | |
| CN214995767U (en) | Splicing movable scaffold | |
| CN210194680U (en) | Full-hall supporting structure for urban open-cut tunnel | |
| CN218758741U (en) | Modular steel column mould with detachable platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |