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CN112681148A - Floor-free pier column capping beam template dismounting device and construction method - Google Patents

Floor-free pier column capping beam template dismounting device and construction method Download PDF

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Publication number
CN112681148A
CN112681148A CN202011558275.9A CN202011558275A CN112681148A CN 112681148 A CN112681148 A CN 112681148A CN 202011558275 A CN202011558275 A CN 202011558275A CN 112681148 A CN112681148 A CN 112681148A
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shaped frame
positioning
motor
cross
plate
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CN112681148B (en
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邱中原
闫沛楠
宋照尚
李庆恒
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Civil Aviation Airport Construction Engineering Co Ltd
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Civil Aviation Airport Construction Engineering Co Ltd
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Abstract

本发明公开一种无落地式墩柱盖梁模板拆装设备及施工方法,包括第一支撑装置和第二支撑装置;第一支撑装置包括第一电机撑架、两个第一支腿和两个第二支腿,两个第一支腿上端通过第一横向调节定位板、第一横向定位螺栓连接有第一横撑梁,两个第二支腿上端通过第二横向调节定位板、第二横向定位螺栓连接有第二横撑梁。第二支撑装置包括第二电机撑架、两个第三支腿和两个第四支腿,两个第三支腿上端通过第三横向调节定位板、第三横向定位螺栓连接有第三横撑梁,两个第四支腿上端通过第四横向调节定位板、第四横向定位螺栓连接有第四横撑梁。该模板拆装设备及施工方法可更方便的用于墩柱盖梁的加工,装拆模板效率高,安全性更好。

Figure 202011558275

The invention discloses a floor-free pier column cover beam formwork disassembly device and a construction method, comprising a first support device and a second support device; the first support device includes a first motor support frame, two first legs and two There are two second legs, the upper ends of the two first legs are connected with a first transverse support beam through a first lateral adjustment positioning plate and a first lateral positioning bolt, and the upper ends of the two second legs are connected by a second lateral adjustment positioning plate, a first lateral positioning bolt Two transverse positioning bolts are connected with a second transverse brace beam. The second support device includes a second motor support frame, two third legs and two fourth legs. The upper ends of the two third legs are connected with a third lateral adjustment positioning plate and a third lateral positioning bolt. A support beam, the upper ends of the two fourth support legs are connected with a fourth transverse support beam through a fourth lateral adjustment positioning plate and a fourth lateral positioning bolt. The formwork disassembly and assembly equipment and the construction method can be more conveniently used for the processing of the pier column cover beam, the formwork assembly and disassembly efficiency is high, and the safety is better.

Figure 202011558275

Description

Floor-free pier column capping beam template dismounting device and construction method
Technical Field
The invention relates to the field of constructional engineering, in particular to a floor-free pier stud bent cap template dismounting device and a construction method.
Background
In the process of constructing highways, particularly expressways, viaducts are increasingly constructed, and bridge piers are required to be used during the construction of the viaducts or the viaducts, and are provided with bent caps. The bridge pier columns comprise double cylindrical piers, single cylindrical piers and hollow thin-wall piers, and when the capping beam is built on the double cylindrical piers or the hollow thin-wall piers, templates need to be erected on the two adjacent pier columns. The existing supporting mode is to use a tower crane or a large crane to lift the capping beam template to the upper end of the pier stud, and then to install a scaffold and the capping beam template. The bent cap formwork is installed and then the bent cap formwork is poured, after pouring is finished, the formwork is hung down by using a tower crane or a crane, the tower crane or the crane needs to be used for a long time in the process of machining and pouring the bent cap, and when the formwork is lifted up by the tower crane or the crane, safety and accuracy are poor, construction is slow and risk is high.
Disclosure of Invention
The invention aims to provide floor-free pier stud capping beam template dismounting equipment which can be more conveniently used for processing pier stud capping beams, is novel in structure and is convenient to dismount, mount and use.
In order to achieve the purpose, the invention adopts the technical scheme that:
a floor-free pier stud bent cap template dismounting device comprises a first supporting device and a second supporting device, wherein the first supporting device and the second supporting device are respectively arranged on two adjacent pier studs;
the first supporting device comprises a first motor support frame, two first supporting legs and two second supporting legs, the upper ends of the two first supporting legs are connected with a first cross supporting beam through a first transverse adjusting positioning plate and a first transverse positioning bolt, and the upper ends of the two second supporting legs are connected with a second cross supporting beam through a second transverse adjusting positioning plate and a second transverse positioning bolt;
the left part of the first cross support beam is connected with the first motor support frame in a positioning way through a first longitudinal adjusting positioning plate and a first longitudinal positioning screw rod, the left part of the second cross support beam is connected with the first motor support frame in a positioning way through a second longitudinal adjusting positioning plate and a second longitudinal positioning screw rod, and a first electric hoist and a second electric hoist are respectively arranged on the front part and the rear part of the first motor support frame;
the second supporting device comprises a second motor support frame, two third supporting legs and two fourth supporting legs, the upper ends of the two third supporting legs are connected with a third cross support beam through a third transverse adjusting positioning plate and a third transverse positioning bolt, and the upper ends of the two fourth supporting legs are connected with a fourth cross support beam through a fourth transverse adjusting positioning plate and a fourth transverse positioning bolt;
the right part of the third cross support beam is connected with the second motor support frame in a positioning way through a third longitudinal adjusting positioning plate and a third longitudinal positioning screw rod, the right part of the fourth cross support beam is connected with the second motor support frame in a positioning way through a fourth longitudinal adjusting positioning plate and a fourth longitudinal positioning screw rod, and a third electric hoist and a fourth electric hoist are respectively arranged on the front part and the rear part of the second motor support frame;
and laser positioning transmitters are arranged on the right part of the first cross brace beam and the right part of the second cross brace beam, and laser positioning receivers are arranged on the left part of the third cross brace beam and the left part of the fourth cross brace beam.
Preferably, the first support leg, the second support leg, the third support leg and the fourth support leg are all I-shaped steel beams, and the bottom of the first support leg, the bottom of the second support leg, the bottom of the third support leg and the bottom of the fourth support leg are all connected with foundation fixing plates;
the first transverse adjusting positioning plate, the second transverse adjusting positioning plate, the third transverse adjusting positioning plate and the fourth transverse adjusting positioning plate are rectangular steel plates.
Preferably, a foot margin embedded plate is embedded in the upper end part of the pier stud, and a foot margin fixing plate is fixedly connected with the foot margin embedded plate through two foot margin fixing threaded steel rods;
the anchor fixing threaded steel rod is a round rod with threads formed in the outer wall, the lower portion of the anchor fixing threaded steel rod is embedded in the upper end portion of the pier stud and penetrates through the anchor embedded plate, and the upper portion of the anchor fixing threaded steel rod is located through at least two anchor locating nuts after penetrating through the anchor fixing plate.
Preferably, the first transverse adjusting positioning plate is welded with the first leg, and a plurality of first transverse adjusting positioning holes for the first transverse positioning bolts to pass through are formed in the first transverse adjusting positioning plate;
the second transverse adjusting positioning plate is welded with the second support leg, and a plurality of second transverse adjusting positioning holes for the second transverse positioning bolts to penetrate through are formed in the second transverse adjusting positioning plate;
the third transverse adjusting positioning plate is welded with the third support leg, and a plurality of third transverse adjusting positioning holes for the third transverse positioning bolts to pass through are formed in the third transverse adjusting positioning plate;
and the fourth transverse adjusting positioning plate is welded with the fourth supporting leg, and a plurality of fourth transverse adjusting positioning holes for the fourth transverse positioning bolts to pass through are formed in the fourth transverse adjusting positioning plate.
Preferably, the first cross support beam, the second cross support beam, the third cross support beam and the fourth cross support beam are all i-shaped steel beams, two groups of first support frame adapter plates are arranged on the first cross support beam, the first support frame adapter plates are fixedly connected with the first cross support beam, the first support frame adapter plates are connected with the first longitudinal adjusting positioning plate through a first longitudinal positioning screw rod, and the first longitudinal adjusting positioning plate is fixedly connected with the first motor support frame in a welding manner;
and two groups of second strut adapter plates are arranged on the second cross support beam, the second strut adapter plates are fixedly connected with the second cross support beam, the second strut adapter plates are connected with a second longitudinal adjusting positioning plate through a second longitudinal positioning screw rod, and the second longitudinal adjusting positioning plate is fixedly connected with the first motor strut in a welding manner.
Preferably, two groups of third supporting beam adapter plates are arranged on the third cross supporting beam, the third supporting beam adapter plates are fixedly connected with the third cross supporting beam, the third supporting beam adapter plates are connected with a third longitudinal adjusting positioning plate through a third longitudinal positioning screw rod, and the third longitudinal adjusting positioning plate is fixedly connected with the second motor support frame in a welding manner;
and two groups of fourth supporting beam adapter plates are arranged on the fourth cross supporting beam, the fourth supporting beam adapter plates are fixedly connected with the fourth cross supporting beam, the fourth supporting beam adapter plates are connected with a fourth longitudinal adjusting positioning plate through a fourth longitudinal positioning screw rod, and the fourth longitudinal adjusting positioning plate is fixedly connected with the second motor support frame in a welding mode.
Preferably, the first motor support frame comprises a first front U-shaped frame and a first rear U-shaped frame, the open end of the first front U-shaped frame is connected with a first U-shaped frame front adapter plate, the open end of the first rear U-shaped frame is connected with a first U-shaped frame rear adapter plate, and after the first front U-shaped frame and the first rear U-shaped frame are arranged in a mirror symmetry manner, the first U-shaped frame front adapter plate is fixedly connected with the first U-shaped frame rear adapter plate through a bolt;
the first electric hoist is connected to the first front U-shaped frame through the first motor positioning base, and the second electric hoist is connected to the first rear U-shaped frame through the second motor positioning base.
Preferably, the second motor support frame comprises a second front U-shaped frame and a second rear U-shaped frame, the open end of the second front U-shaped frame is connected with a front adapter plate of the second U-shaped frame, the open end of the second rear U-shaped frame is connected with a rear adapter plate of the second U-shaped frame, and after the second front U-shaped frame and the second rear U-shaped frame are arranged in a mirror symmetry manner, the front adapter plate of the second U-shaped frame is fixedly connected with the rear adapter plate of the second U-shaped frame through a bolt;
the third electric hoist is connected on the second front U-shaped frame through a third motor positioning base, and the fourth electric hoist is connected on the second rear U-shaped frame through a fourth motor positioning base.
Preferably, the first electric hoist, the second electric hoist, the third electric hoist and the fourth electric hoist are all motor lifting assemblies, each motor lifting assembly comprises a lifting motor and a cable hook assembly connected to the lifting motor, and the lifting motors are connected with the handheld controller through lines;
the laser positioning transmitter comprises a laser transmitter body and a transmitter lifting base connected to the lower end of the laser transmitter body; the laser positioning receiver comprises a receiver body and a receiver lifting base connected to the lower end of the receiver body; the light emitter body and the receiver body are communicated with the handheld controller through the wireless signal transmission module;
and a first middle section extension positioning beam is connected between the first cross support beam and the third cross support beam, and a second middle section extension positioning beam is connected between the second cross support beam and the fourth cross support beam.
Another object of the present invention is to provide a method for constructing a pier stud capping beam, which can complete the processing of the pier stud capping beam more safely and stably, and has a shorter period and safer construction.
The construction method of the pier stud bent cap adopts the floor-free pier stud bent cap template dismounting device, and specifically comprises the following steps:
a, a first electric hoist is connected to a first front U-shaped frame through a first motor positioning base, a second electric hoist is connected to a first rear U-shaped frame through a second motor positioning base, and the first front U-shaped frame and the first rear U-shaped frame are connected through bolts; the third electric hoist is connected to the second front U-shaped frame through a third motor positioning base, the fourth electric hoist is connected to the second rear U-shaped frame through a fourth motor positioning base, and the second front U-shaped frame and the second rear U-shaped frame are connected through bolts;
step B, connecting a first motor support frame to a first cross support beam and a second cross support beam, connecting a second motor support frame to a third cross support beam and a fourth cross support beam, and installing a second support leg and two second support legs;
step C, respectively hoisting the first supporting device and the second supporting device by using a tower crane or a crane, and installing the first supporting device and the second supporting device on two adjacent pier columns; the first supporting device and the second supporting device are fixedly connected with the upper end part of the pier column through foundation fixing threaded steel rods;
d, assembling a bent cap template mechanism for pouring the bent cap; the four electric hoists are communicated with a power supply, and the lowering positions of the lifting hooks on the electric hoists are adjusted, so that the bottoms of the four lifting hooks are positioned on the same plane; the electric hoist lifts the assembled capping beam template through the lifting hook, and then anchors the capping beam template mechanism on the pier stud through the pre-buried finish rolling deformed steel bar;
e, pouring concrete mortar in the bent cap template, pre-embedding the cross support beam and the support leg in the concrete mortar after pouring, and waiting for cooling of the concrete mortar;
step F, after the cover beam formed by the concrete mortar is cooled and solidified, the electric hoist lifts the cover beam template through a lifting hook, a bolt for fixing the cover beam template is disassembled, and the template is placed on the ground after the cover beam template is lifted by the lifting hook of the electric hoist;
step G, dismounting bolts for connecting the motor support frame and the cross support beam, and hoisting the motor support frame and the electric hoist to the ground by using a tower crane or a crane;
and step H, after the motor support frame and the electric hoist are conveyed to the next construction site, a cross support beam and a support leg are arranged below the motor support frame to form a new supporting device, and the new supporting device is used for processing the next cover beam.
The invention has the beneficial effects that:
in the above-mentioned no console mode pier stud bent cap template dismouting equipment, when using strutting arrangement, use the bolt pair to link together spreader beam and motor strut, then use the bolt pair to link firmly spreader beam and landing leg. And integrally lifting the assembled template dismounting device to the top surface of the pier, and anchoring the template dismounting device on the pier through pre-buried finish-rolled deformed steel bars. When carrying out the promotion of bent cap template, only need can accomplish the promotion of bent cap template and the promotion of reinforcing bar material, instrument through bent cap template dismouting equipment, convenient to use has avoided tower crane or crane to stop near the pier stud operation for a long time. And the supporting legs and the cross bracing beams in the dismounting device can be used as supporting structures of the dismounting device and can also be used as keels of the cover beams. After pre-buried in the bent cap, convenience when can improving the dismantlement of template dismouting equipment, but also can improve the structural strength of bent cap, reduce the structure of the steel reinforcement fossil fragments originally of bent cap, holistic simple structure is novel, and the novelty is high.
Drawings
In order to clearly illustrate the embodiments or technical solutions of the present invention in the prior art, the drawings used in the description of the embodiments or prior art will be briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
Fig. 1 is a schematic front view of the overall structure of a floor-free pier stud capping beam template dismounting device.
Fig. 2 is a schematic plan view of the overall structure of the floor-free pier stud capping beam formwork dismounting device.
Fig. 3 is a schematic top view of the overall structure of the first supporting device.
Fig. 4 is a schematic top view of the overall structure of the second supporting device.
Fig. 5 is a left side view schematic diagram of the overall structure of the floor-free pier stud bent cap template dismounting device.
Fig. 6 is a schematic right-view diagram of the overall structure of the floor-free pier stud capping beam formwork dismounting device.
Fig. 7 is a front schematic view of the floor-type pier stud bent cap template dismounting device without detaching the bent cap template mechanism.
Fig. 8 is a schematic top view of the floor-standing pier stud bent cap template dismounting device without detaching the bent cap template mechanism.
Fig. 9 is a schematic side view of the floor-free pier stud bent cap template dismounting device for dismounting the bent cap template mechanism.
Detailed Description
The invention provides a floor-free pier stud capping beam formwork dismounting device and a construction method, and the invention is further described in detail below in order to make the purpose, technical scheme and effect of the invention clearer and clearer. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The invention is described in detail below with reference to the accompanying drawings:
example 1
With reference to fig. 1 to 9, a floor-free pier stud capping beam formwork dismounting device includes a first supporting device 1 and a second supporting device 2, wherein the first supporting device 1 and the second supporting device 2 are respectively disposed at the upper ends of two adjacent pier studs 3. The first supporting device 1 comprises a first motor support frame 11, two first supporting legs 12 and two second supporting legs 13, wherein the upper ends of the two first supporting legs 11 are connected with a first cross supporting beam 15 through a first transverse adjusting positioning plate 14 and a first transverse positioning bolt, and the upper ends of the two second supporting legs 12 are connected with a second cross supporting beam 17 through a second transverse adjusting positioning plate 16 and a second transverse positioning bolt.
The left part of the first cross beam 15 is connected with the first motor strut 11 in a positioning way through a first longitudinal adjusting and positioning plate 18 and a first longitudinal positioning screw rod 1, the left part of the second cross beam 17 is connected with the first motor strut 11 in a positioning way through a second longitudinal adjusting and positioning plate 19 and a second longitudinal positioning screw rod, and a first electric hoist 31 and a second electric hoist 32 are respectively arranged on the front part and the rear part of the first motor strut 11.
The second supporting device 2 comprises a second motor support frame 21, two third supporting legs 22 and two fourth supporting legs 23, the upper ends of the two third supporting legs 22 are connected with a third cross beam 25 through a third transverse adjusting positioning plate 24 and a third transverse positioning bolt, and the upper ends of the two fourth supporting legs 23 are connected with a fourth cross beam 27 through a fourth transverse adjusting positioning plate 26 and a fourth transverse positioning bolt.
The right part of the third cross supporting beam 25 is connected with the second motor support frame 21 in a positioning mode through a third longitudinal adjusting positioning plate 28 and a third longitudinal positioning screw rod, the right part of the fourth cross supporting beam 27 is connected with the second motor support frame 21 in a positioning mode through a fourth longitudinal adjusting positioning plate 29 and a fourth longitudinal positioning screw rod, and a third electric hoist 33 and a fourth electric hoist 34 are arranged on the front portion and the rear portion of the second motor support frame 21 respectively.
The right part of the first cross brace beam 15 and the right part of the second cross brace beam 17 are both provided with a laser positioning transmitter 4, and the left part of the third cross brace beam 25 and the left part of the fourth cross brace beam 27 are both provided with a laser positioning receiver 41.
The first supporting leg 12, the second supporting leg 13, the third supporting leg 22 and the fourth supporting leg 23 are all in an I-shaped steel beam shape, and the bottom of the first supporting leg 12, the bottom of the second supporting leg 12, the bottom of the third supporting leg 22 and the bottom of the fourth supporting leg 23 are all connected with a ground fixing plate 37.
The first, second, third and fourth lateral adjustment positioning plates 14, 16, 24 and 26 are rectangular steel plates.
An anchor embedded plate 35 is embedded in the upper end portion of the pier stud 3, and an anchor fixing plate 37 is fixedly connected with the anchor embedded plate 35 in the upper end portion of the pier stud 3 through two anchor fixing threaded steel rods 36.
The anchor fixing threaded steel rod 36 is a circular rod with a thread formed in the outer wall, the lower portion of the anchor fixing threaded steel rod 36 is embedded in the upper end portion of the pier stud 3 and penetrates through the anchor embedded plate 35, and the upper portion of the anchor fixing threaded steel rod 36 is located through connecting at least two anchor locating nuts after penetrating through the anchor fixing plate.
The first transverse adjusting positioning plate 14 is welded to the first leg 12, and a plurality of first transverse adjusting positioning holes for the first transverse positioning bolts to pass through are formed in the first transverse adjusting positioning plate 14.
The second transverse adjusting positioning plate 16 is welded with the second support leg 13, and a plurality of second transverse adjusting positioning holes for the second transverse positioning bolts to pass through are formed in the second transverse adjusting positioning plate 16.
The third transverse adjusting positioning plate 24 is welded with the third support leg, and a plurality of third transverse adjusting positioning holes for the third transverse positioning bolts to pass through are formed in the third transverse adjusting positioning plate 24.
The fourth transverse adjusting positioning plate 26 is welded to the fourth support leg, and a plurality of fourth transverse adjusting positioning holes for the fourth transverse positioning bolts to pass through are formed in the fourth transverse adjusting positioning plate 26.
The first cross support beam 15, the second cross support beam 17, the third cross support beam 25 and the fourth cross support beam 27 are all i-shaped steel beams, two groups of first support adapter plates 151 are arranged on the first cross support beam 15, the first support adapter plates 151 are fixedly connected with the first cross support beam 15, the first support adapter plates 151 are connected with the first longitudinal adjusting positioning plate 18 through first longitudinal positioning screws, and the first longitudinal adjusting positioning plate 18 is fixedly connected with the first motor support 11 in a welding mode.
Two groups of second strut adapter plates 171 are arranged on the second cross support beam 17, the second strut adapter plates 171 are fixedly connected with the second cross support beam 17, the second strut adapter plates 171 are connected with the second longitudinal adjusting positioning plate 19 through second longitudinal positioning screws, and the second longitudinal adjusting positioning plate 171 is fixedly connected with the first motor strut 11 in a welding mode.
Two groups of third supporting beam adapter plates 251 are arranged on the third cross supporting beam 25, the third supporting beam adapter plates 251 are fixedly connected with the third cross supporting beam 25, the third supporting beam adapter plates 251 are connected with the third longitudinal adjusting positioning plate 28 through third longitudinal positioning screws, and the third longitudinal adjusting positioning plate 28 is fixedly connected with the second motor support frame 21 in a welding mode.
Two groups of fourth supporting beam adapter plates 271 are arranged on the fourth cross supporting beam 27, the fourth supporting beam adapter plates 271 are fixedly connected with the fourth cross supporting beam 27, the fourth supporting beam adapter plates 271 are connected with the fourth longitudinal adjusting positioning plate 29 through fourth longitudinal positioning screws, and the fourth longitudinal adjusting positioning plate 29 is fixedly connected with the second motor support frame 21 in a welding mode.
The first motor support frame 11 comprises a first front U-shaped frame 111 and a first rear U-shaped frame 112, an open end of the first front U-shaped frame 111 is connected with a front adapter plate 113 of the first U-shaped frame, an open end of the first rear U-shaped frame 111 is connected with a rear adapter plate 114 of the first U-shaped frame, and after the first front U-shaped frame 111 and the first rear U-shaped frame 112 are arranged in a mirror symmetry mode, the front adapter plate 113 of the first U-shaped frame is fixedly connected with the rear adapter plate 114 of the first U-shaped frame through bolts.
The first electric hoist 31 is connected to the first front U-shaped frame 111 through a first motor positioning base, and the second electric hoist 32 is connected to the first rear U-shaped frame 112 through a second motor positioning base.
The second motor support frame 21 comprises a second front U-shaped frame 211 and a second rear U-shaped frame 212, an open end of the second front U-shaped frame 211 is connected with a second front U-shaped frame adapter plate 213, an open end of the second rear U-shaped frame 212 is connected with a second rear U-shaped frame adapter plate 214, and after the second front U-shaped frame 211 and the second rear U-shaped frame 212 are arranged in a mirror symmetry mode, the second front U-shaped frame adapter plate 213 is fixedly connected with the second rear U-shaped frame adapter plate 214 through bolts.
The third electric block 33 is connected to the second front U-shaped frame 211 through a third motor positioning base, and the fourth electric block 34 is connected to the second rear U-shaped frame 212 through a fourth motor positioning base.
First electric block 31, second electric block 32, third electric block 33 and fourth electric block 34 are motor hoist subassembly 5, and motor hoist subassembly 5 includes hoist motor 51 and connects hawser couple subassembly 52 on hoist motor 51, and hoist motor 51 is connected with the hand-held controller through the circuit.
The laser positioning transmitter 4 comprises a laser transmitter body and a transmitter lifting base connected to the lower end of the laser transmitter body. The laser positioning receiver 41 comprises a receiver body and a receiver lifting base connected to the lower end of the receiver body; the light emitter body and the receiver body are communicated with the handheld controller through the wireless signal transmission module;
a first middle section extension positioning beam 6 is connected between the first cross support beam 15 and the third cross support beam 25, and a second middle section extension positioning beam is connected between the second cross support beam 17 and the fourth cross support beam 27.
Example 2
With reference to fig. 1 to 9, a construction method of a pier stud capping beam, which adopts the floor-free pier stud capping beam formwork dismounting device, specifically comprises the following steps:
a, a first electric hoist is connected to a first front U-shaped frame through a first motor positioning base, a second electric hoist is connected to a first rear U-shaped frame through a second motor positioning base, and the first front U-shaped frame and the first rear U-shaped frame are connected through bolts; the third electric hoist is connected to the second front U-shaped frame through a third motor positioning base, the fourth electric hoist is connected to the second rear U-shaped frame through a fourth motor positioning base, and the second front U-shaped frame and the second rear U-shaped frame are connected through bolts;
step B, connecting a first motor support frame to a first cross support beam and a second cross support beam, connecting a second motor support frame to a third cross support beam and a fourth cross support beam, and installing a second support leg and two second support legs;
step C, respectively hoisting the first supporting device and the second supporting device by using a tower crane or a crane, and installing the first supporting device and the second supporting device on two adjacent pier columns; the first supporting device and the second supporting device are fixedly connected with the upper end part of the pier column through foundation fixing threaded steel rods;
step D, assembling a bent cap template mechanism 7 for pouring a bent cap; the four electric hoists are communicated with a power supply, and the lowering positions of the lifting hooks on the electric hoists are adjusted, so that the bottoms of the four lifting hooks are positioned on the same plane; the electric hoist lifts the assembled capping beam template through the lifting hook, and then anchors the capping beam template mechanism 7 on the pier stud through the pre-buried finish rolling deformed steel bar;
e, pouring concrete mortar in the bent cap template, pre-embedding the cross support beam and the support leg in the concrete mortar after pouring, and waiting for cooling of the concrete mortar;
step F, after the bent cap formed by the concrete mortar is cooled and solidified, a concrete bent cap 8 is formed, the electric hoist lifts the bent cap template through the lifting hook, the bolt for fixing the bent cap template is disassembled, and the lifting hook of the electric hoist lifts the bent cap template and then lowers the template to the ground;
step G, dismounting bolts for connecting the motor support frame and the cross support beam, and hoisting the motor support frame and the electric hoist to the ground by using a tower crane or a crane;
and step H, after the motor support frame and the electric hoist are conveyed to the next construction site, a cross support beam and a support leg are arranged below the motor support frame to form a new supporting device, and the new supporting device is used for processing the next cover beam.
Example 3
Among the above-mentioned no console mode pier stud bent cap template dismouting equipment, the main part strutting arrangement of template dismouting includes longeron, crossbeam and landing leg, and every strutting arrangement includes four landing legs, cross beam through bolted connection and the motor strut through bolt, locating plate are fixed.
The supporting device is detachably connected, after the bent cap is machined, the supporting legs and the cross bracing beam are used as keels to be buried in the bent cap, the overall firmness of the bent cap is improved, the trouble of later-stage disassembly and assembly is avoided, and the construction of a steel bar frame in the bent cap template is reduced. The motor support frame is provided with a 3-ton electric hoist which is fixedly connected with the flange-shaped support seat. Among two adjacent strutting arrangement, when the interior steel reinforcement frame of construction bent cap template, the stability of two strutting arrangement is increased to multiplicable tie bar or extension roof beam.
When the supporting device is used, the cross support beam and the motor support frame are connected together by using the bolt pair, and then the cross support beam and the support leg are fixedly connected by using the bolt pair. And integrally lifting the assembled template dismounting device to the top surface of the pier, and anchoring the template dismounting device on the pier through pre-buried finish-rolled deformed steel bars. When carrying out the promotion of bent cap template, only need can accomplish the promotion of bent cap template and the promotion of reinforcing bar material, instrument through bent cap template dismouting equipment, convenient to use has avoided tower crane or crane to stop near the pier stud operation for a long time. And the supporting legs and the cross bracing beams in the dismounting device can be used as supporting structures of the dismounting device and can also be used as keels of the cover beams. After pre-buried in the bent cap, convenience when can improving the dismantlement of template dismouting equipment can also improve the structural strength of bent cap moreover, reduces the construction of the steel reinforcement fossil fragments originally of bent cap. The whole structure is simple and novel, and the innovation is high.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
Parts which are not described in the invention can be realized by adopting or referring to the prior art.
It is to be understood that the above description is not intended to limit the present invention, and the present invention is not limited to the above examples, and those skilled in the art may make modifications, alterations, additions or substitutions within the spirit and scope of the present invention.

Claims (10)

1.一种无落地式墩柱盖梁模板拆装设备,其特征在于,包括第一支撑装置和第二支撑装置,第一支撑装置和第二支撑装置分别设置在相邻的两个墩柱上;1. a floor-free pier column cover beam formwork disassembly and assembly equipment is characterized in that, comprises a first support device and a second support device, the first support device and the second support device are respectively arranged on two adjacent pier columns superior; 所述第一支撑装置包括第一电机撑架、两个第一支腿和两个第二支腿,两个第一支腿上端通过第一横向调节定位板、第一横向定位螺栓连接有第一横撑梁,两个第二支腿上端通过第二横向调节定位板、第二横向定位螺栓连接有第二横撑梁;The first support device includes a first motor support frame, two first legs and two second legs, and the upper ends of the two first legs are connected with a first lateral adjustment positioning plate and a first lateral positioning bolt. a cross brace beam, the upper ends of the two second outriggers are connected with the second cross brace beam through the second lateral adjustment positioning plate and the second horizontal positioning bolt; 第一横撑梁的左部通过第一纵向调节定位板、第一纵向定位螺杆与第一电机撑架定位连接,第二横撑梁的左部通过第二纵向调节定位板、第二纵向定位螺杆与第一电机撑架定位连接,第一电机撑架的前部上和后部上分别设置有第一电动葫芦和第二电动葫芦;The left part of the first cross-bracing beam is positioned and connected to the first motor support frame through the first longitudinal adjustment positioning plate and the first longitudinal positioning screw, and the left part of the second cross-bracing beam is positioned through the second longitudinal adjustment positioning plate and the second longitudinal positioning plate. The screw rod is positioned and connected with the first motor support frame, and the front part and the rear part of the first motor support frame are respectively provided with a first electric hoist and a second electric hoist; 所述第二支撑装置包括第二电机撑架、两个第三支腿和两个第四支腿,两个第三支腿上端通过第三横向调节定位板、第三横向定位螺栓连接有第三横撑梁,两个第四支腿上端通过第四横向调节定位板、第四横向定位螺栓连接有第四横撑梁;The second support device includes a second motor support frame, two third legs and two fourth legs, and the upper ends of the two third legs are connected with a third lateral adjustment positioning plate and a third lateral positioning bolt. Three horizontal bracing beams, the upper ends of the two fourth legs are connected with a fourth horizontal bracing beam through a fourth lateral adjustment positioning plate and a fourth lateral positioning bolt; 第三横撑梁的右部通过第三纵向调节定位板、第三纵向定位螺杆与第二电机撑架定位连接,第四横撑梁的右部通过第四纵向调节定位板、第四纵向定位螺杆与第二电机撑架定位连接,第二电机撑架的前部上和后部上分别设置有第三电动葫芦和第四电动葫芦;The right part of the third cross brace is positioned and connected to the second motor bracket through the third longitudinal adjustment positioning plate and the third longitudinal positioning screw, and the right part of the fourth cross brace is positioned through the fourth longitudinal adjustment positioning plate and the fourth longitudinal positioning The screw rod is positioned and connected with the second motor support frame, and the front part and the rear part of the second motor support frame are respectively provided with a third electric hoist and a fourth electric hoist; 第一横撑梁的右部和第二横撑梁的右部上均设置有激光定位发射器,第三横撑梁的左部和第四横撑梁的左部上均设置有激光定位接收器。The right part of the first cross brace beam and the right part of the second cross brace beam are provided with laser positioning transmitters, and the left part of the third cross brace beam and the left part of the fourth cross brace beam are provided with laser positioning receivers. device. 2.根据权利要求1所述的一种无落地式墩柱盖梁模板拆装设备,其特征在于,所述第一支腿、第二支腿、第三支腿和第四支腿均为工字钢梁,第一支腿的底部、第二支腿的底部、第三支腿的底部和第四支腿的底部均连接有地脚固定板;2. The device for disassembling and assembling a floor-free pier column cover beam formwork according to claim 1, wherein the first leg, the second leg, the third leg and the fourth leg are all For the I-beam, the bottom of the first leg, the bottom of the second leg, the bottom of the third leg and the bottom of the fourth leg are all connected with anchoring plates; 第一横向调节定位板、第二横向调节定位板、第三横向调节定位板和第四横向调节定位板均为长方形的钢板。The first lateral adjustment positioning plate, the second lateral adjustment positioning plate, the third lateral adjustment positioning plate and the fourth lateral adjustment positioning plate are all rectangular steel plates. 3.根据权利要求2所述的一种无落地式墩柱盖梁模板拆装设备,其特征在于,所述墩柱的上端部内预埋有地脚预埋板,地脚固定板通过两个地脚固定螺纹钢杆与地脚预埋板固连;3 . The device for disassembling and assembling a floor-free pier column cover beam formwork according to claim 2 , wherein the upper end of the pier column is pre-embedded with a pre-embedded foundation plate, and the foundation fixing plate passes through two piers. 4 . The anchor screw rod is fixedly connected with the embedded plate of the anchor; 所述地脚固定螺纹钢杆为外壁开设有螺纹的圆形杆,地脚固定螺纹钢杆的下部预埋在墩柱的上端部内并且穿过地脚预埋板,地脚固定螺纹钢杆的上部穿过地脚固定板后通过至少连两个地脚定位螺母定位。The anchor threaded steel rod is a circular rod with threads on the outer wall. The lower part of the anchor threaded steel rod is embedded in the upper end of the pier column and passes through the anchor embedded plate. The upper part is positioned by connecting at least two anchor nuts after passing through the anchor fixing plate. 4.根据权利要求2所述的一种无落地式墩柱盖梁模板拆装设备,其特征在于,所述第一横向调节定位板与第一支腿焊接,第一横向调节定位板上开设有多个用于第一横向定位螺栓穿过的第一横向调节定位孔;4 . The device for disassembling and assembling a floor-free pier cover beam formwork according to claim 2 , wherein the first lateral adjustment positioning plate is welded to the first leg, and the first lateral adjustment positioning plate is provided with an opening. 5 . There are a plurality of first lateral adjustment positioning holes for the first lateral positioning bolts to pass through; 第二横向调节定位板与第二支腿焊接,第二横向调节定位板上开设有多个用于第二横向定位螺栓穿过的第二横向调节定位孔;The second lateral adjustment positioning plate is welded with the second leg, and the second lateral adjustment positioning plate is provided with a plurality of second lateral adjustment positioning holes for the second lateral positioning bolts to pass through; 第三横向调节定位板与第三支腿焊接,第三横向调节定位板上开设有多个用于第三横向定位螺栓穿过的第三横向调节定位孔;The third lateral adjustment positioning plate is welded with the third leg, and the third lateral adjustment positioning plate is provided with a plurality of third lateral adjustment positioning holes for the third lateral positioning bolts to pass through; 第四横向调节定位板与第四支腿焊接,第四横向调节定位板上开设有多个用于第四横向定位螺栓穿过的第四横向调节定位孔。The fourth lateral adjustment positioning plate is welded with the fourth leg, and the fourth lateral adjustment positioning plate is provided with a plurality of fourth lateral adjustment positioning holes for the fourth lateral positioning bolts to pass through. 5.根据权利要求1所述的一种无落地式墩柱盖梁模板拆装设备,其特征在于,所述第一横撑梁、第二横撑梁、第三横撑梁和第四横撑梁均为工字钢梁,第一横撑梁上设置有两组第一撑架转接板,第一撑架转接板与第一横撑梁固连,第一撑架转接板通过第一纵向定位螺杆与第一纵向调节定位板连接,第一纵向调节定位板与第一电机撑架焊接固连;5. The device for disassembling and assembling formwork without floor-standing pier column cover beam according to claim 1, wherein the first cross-bracing beam, the second cross-bracing beam, the third cross-bracing beam and the fourth cross-bracing beam The brace beams are all I-beam beams, and two sets of first brace adapter plates are arranged on the first cross brace beam. The first brace adapter plate is fixedly connected with the first cross brace beam, and the first brace adapter plate is The first longitudinal adjustment positioning plate is connected with the first longitudinal adjustment positioning plate through the first longitudinal positioning screw, and the first longitudinal adjustment positioning plate is welded and fixedly connected with the first motor bracket; 第二横撑梁上设置有两组第二撑架转接板,第二撑架转接板与第二横撑梁固连,第二撑架转接板通过第二纵向定位螺杆与第二纵向调节定位板连接,第二纵向调节定位板与第一电机撑架焊接固连。Two sets of second bracket adapter plates are arranged on the second cross brace beam, the second brace adapter plate is fixedly connected with the second cross brace beam, and the second brace adapter plate is connected to the second brace through the second longitudinal positioning screw The longitudinal adjustment positioning plate is connected, and the second longitudinal adjustment positioning plate is welded and fixedly connected with the first motor support frame. 6.根据权利要求1所述的一种无落地式墩柱盖梁模板拆装设备,其特征在于,所述第三横撑梁上设置有两组第三撑梁转接板,第三撑梁转接板与第三横撑梁固连,第三撑梁转接板通过第三纵向定位螺杆与第三纵向调节定位板连接,第三纵向调节定位板与第二电机撑架焊接固连;6 . The device for disassembling and assembling formwork without floor type pier column cover beam according to claim 1 , wherein the third cross brace beam is provided with two groups of third brace beam adapter plates, and the third brace beam The beam adapter plate is fixedly connected with the third horizontal support beam, the third support beam adapter plate is connected with the third longitudinal adjustment positioning plate through the third longitudinal positioning screw, and the third longitudinal adjustment positioning plate is fixedly connected with the second motor bracket by welding ; 第四横撑梁上设置有两组第四撑梁转接板,第四撑梁转接板与第四横撑梁固连,第四撑梁转接板通过第四纵向定位螺杆与第四纵向调节定位板连接,第四纵向调节定位板与第二电机撑架焊接固连。The fourth cross brace beam is provided with two sets of fourth brace beam adapter plates, the fourth brace beam adapter plate is fixedly connected with the fourth cross brace beam, and the fourth brace beam adapter plate is connected to the fourth brace beam through the fourth longitudinal positioning screw. The longitudinal adjustment positioning plate is connected, and the fourth longitudinal adjustment positioning plate is welded and fixedly connected with the second motor support frame. 7.根据权利要求1所述的一种无落地式墩柱盖梁模板拆装设备,其特征在于,所述第一电机撑架包括第一前U形架和第一后U形架,第一前U形架开口端连有第一U形架前转接板,第一后U形架的开口端连接有第一U形架后转接板,第一前U形架和第一后U形架镜像对称设置后,第一U形架前转接板通过螺栓与第一U形架后转接板固连;7 . The device for disassembling and assembling a floor-free pier cover beam formwork according to claim 1 , wherein the first motor support frame comprises a first front U-shaped frame and a first rear U-shaped frame, and the first motor support frame includes a first U-shaped frame and a first rear U-shaped frame. The open end of the front U-shaped frame is connected with the first U-shaped frame front adapter plate, the open end of the first rear U-shaped frame is connected with the first U-shaped frame rear adapter plate, the first front U-shaped frame and the first rear After the U-shaped frame is mirror-symmetrically arranged, the front adapter plate of the first U-shaped frame is fixedly connected to the rear adapter plate of the first U-shaped frame through bolts; 第一电动葫芦通过第一电机定位基座连接在第一前U形架上,第二电动葫芦通过第二电机定位基座连接在第一后U形架上。The first electric hoist is connected to the first front U-shaped frame through the first motor positioning base, and the second electric hoist is connected to the first rear U-shaped frame through the second motor positioning base. 8.根据权利要求1所述的一种无落地式墩柱盖梁模板拆装设备,其特征在于,所述第二电机撑架包括第二前U形架和第二后U形架,第二前U形架开口端连有第二U形架前转接板,第二后U形架的开口端连接有第二U形架后转接板,第二前U形架和第二后U形架镜像对称设置后,第二U形架前转接板通过螺栓与第二U形架后转接板固连;8 . The device for disassembling and assembling a floor-free pier cover beam formwork according to claim 1 , wherein the second motor support frame comprises a second front U-shaped frame and a second rear U-shaped frame, the first The open end of the two front U-shaped frames is connected with the second U-shaped frame front adapter plate, the open end of the second rear U-shaped frame is connected with the second U-shaped frame rear adapter plate, the second front U-shaped frame and the second rear After the U-shaped frame is mirror-symmetrically arranged, the front adapter plate of the second U-shaped frame is fixedly connected to the rear adapter plate of the second U-shaped frame through bolts; 第三电动葫芦通过第三电机定位基座连接在第二前U形架上,第四电动葫芦通过第四电机定位基座连接在第二后U形架上。The third electric hoist is connected to the second front U-shaped frame through the third motor positioning base, and the fourth electric hoist is connected to the second rear U-shaped frame through the fourth motor positioning base. 9.根据权利要求1所述的一种无落地式墩柱盖梁模板拆装设备,其特征在于,所述第一电动葫芦、第二电动葫芦、第三电动葫芦和第四电动葫芦均为电机提升组件,电机提升组件包括提升电机和连接在提升电机上的缆绳挂钩组件,提升电机通过线路与手持式控制器连接;9. The device for disassembling and assembling formwork without floor-standing pier column cover beam according to claim 1, wherein the first electric hoist, the second electric hoist, the third electric hoist and the fourth electric hoist are all The motor hoisting assembly includes a hoisting motor and a cable hook assembly connected to the hoisting motor, and the hoisting motor is connected with the hand-held controller through a line; 所述激光定位发射器包括激光发射器本体和连接在激光发射器本体下端的发射器升降底座;激光定位接收器包括接收器本体和连接在接收器本体下端的接收器升降底座;光发射器本体和接收器本体均通过无线信号传输模块与手持式控制器相连通;The laser positioning transmitter includes a laser transmitter body and a transmitter lifting base connected to the lower end of the laser transmitter body; the laser positioning receiver includes a receiver body and a receiver lifting base connected to the lower end of the receiver body; the optical transmitter body and the receiver body are connected with the handheld controller through the wireless signal transmission module; 所述第一横撑梁和第三横撑梁之间连接有第一中段延长定位梁,第二横撑梁和第四横撑梁之前连接有第二中段延长定位梁。A first middle-section extended positioning beam is connected between the first cross-bracing beam and the third cross-bracing beam, and a second middle-section extended positioning beam is connected before the second cross-bracing beam and the fourth cross-bracing beam. 10.一种墩柱盖梁的施工方法,其特征在于,采用权利要求1至9中任意一项所述的无落地式墩柱盖梁模板拆装设备,具体包括如下步骤:10. A construction method for pier column cover beam, characterized in that, adopting the floor-free pier column cover beam formwork disassembly equipment described in any one of claims 1 to 9, specifically comprising the following steps: 步骤A,第一电动葫芦通过第一电机定位基座连接在第一前U形架上,第二电动葫芦通过第二电机定位基座连接在第一后U形架上,使用螺栓连接第一前U形架和第一后U形架;第三电动葫芦通过第三电机定位基座连接在第二前U形架上,第四电动葫芦通过第四电机定位基座连接在第二后U形架上,使用螺栓连接第二前U形架和第二后U形架;Step A, the first electric hoist is connected to the first front U-shaped frame through the first motor positioning base, the second electric hoist is connected to the first rear U-shaped frame through the second motor positioning base, and the first electric hoist is connected by bolts. The front U-shaped frame and the first rear U-shaped frame; the third electric hoist is connected to the second front U-shaped frame through the third motor positioning base, and the fourth electric hoist is connected to the second rear U-shaped frame through the fourth motor positioning base On the frame, use bolts to connect the second front U-shaped frame and the second rear U-shaped frame; 步骤B,第一电机撑架连接在第一横撑梁和第二横撑梁,第二电机撑架连接在第三横撑梁和第四横撑梁,安装好第二支腿和两个第二支腿;Step B, the first motor support frame is connected to the first cross support beam and the second cross support beam, the second motor support frame is connected to the third cross support beam and the fourth cross support beam, and the second leg and two second leg; 步骤C,使用塔吊或吊车,分别吊起第一支撑装置、第二支撑装置安装在相邻的两个墩柱上;第一支撑装置、第二支撑装置均通过地脚固定螺纹钢杆与墩柱的上端部固连;Step C, use a tower crane or a crane to hoist the first supporting device and the second supporting device respectively and install them on two adjacent piers; The upper end of the column is fixed; 步骤D,将浇筑盖梁用的盖梁模板机构组装好;四个电动葫芦连通电源,调整电动葫芦上的吊钩下放位置,使得四个吊钩的底部处于同一平面;电动葫芦通过吊钩吊起组装好的盖梁模板,然后通过预埋的精轧螺纹钢将盖梁模板机构锚固在墩柱上;Step D, assemble the cover beam formwork mechanism for pouring the cover beam; the four electric hoists are connected to the power supply, and the lowering position of the hooks on the electric hoist is adjusted so that the bottoms of the four hooks are on the same plane; the electric hoist is suspended by the hooks. Lift up the assembled cover beam formwork, and then anchor the cover beam formwork mechanism on the pier column through the pre-embedded finishing rebar; 步骤E,在盖梁模板内浇筑混凝土砂浆,浇筑后横撑梁和支腿预埋在混凝土砂浆中,等待混凝土砂浆的冷却;Step E, pouring concrete mortar in the cover beam formwork, after pouring, the cross brace beam and the outrigger are pre-buried in the concrete mortar, waiting for the cooling of the concrete mortar; 步骤F,混凝土砂浆形成的盖梁冷却凝固后,电动葫芦通过吊钩吊住盖梁模板,拆卸下盖梁模板上固定用的螺栓,电动葫芦的吊钩吊起盖梁模板后,将模板下放至地面;Step F, after the cover beam formed by the concrete mortar is cooled and solidified, the electric hoist hangs the cover beam formwork through the hook, removes the fixing bolts on the lower cover beam formwork, after the hook of the electric hoist lifts the cover beam formwork, lowers the formwork to the ground; 步骤G,将电机撑架与横撑梁连接的螺栓拆卸下,使用塔吊或吊车将电机撑架以及电动葫芦吊起后下方至地面;Step G, remove the bolts connecting the motor support frame and the transverse support beam, use a tower crane or a crane to hoist the motor support frame and the electric hoist, and then lower to the ground; 步骤H,电机撑架及电动葫芦运送到下一工地后,电机撑架下方安装横撑梁及支腿形成新的支撑装置,新的支撑装置用于下一盖梁的加工。In step H, after the motor support frame and the electric hoist are transported to the next construction site, a transverse support beam and outriggers are installed under the motor support frame to form a new support device, and the new support device is used for the processing of the next cover beam.
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