CN210659228U - Movable single-side formwork system for subway construction - Google Patents
Movable single-side formwork system for subway construction Download PDFInfo
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- CN210659228U CN210659228U CN201920956043.5U CN201920956043U CN210659228U CN 210659228 U CN210659228 U CN 210659228U CN 201920956043 U CN201920956043 U CN 201920956043U CN 210659228 U CN210659228 U CN 210659228U
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Abstract
The utility model provides a movable unilateral formwork system for subway construction, which comprises a triangular truss, a walking system, an operating platform, a vertically placed template and an anchoring embedded part, wherein the walking system is arranged at the bottom of the triangular truss, and the operating platform for construction is arranged at the upper end part of the triangular truss; one side surface of the template is connected with the triangular steel frame, and the other side surface of the template is attached to the concrete wall surface; the triangular truss is connected with the template through the anchoring embedded part, and the anchoring embedded part is detachably connected with the triangular truss. The utility model provides a movable unilateral formwork system for subway construction has improved the turnover rate of template at the subway station semi-enclosed deep basal pit in the work progress, has improved economic benefits.
Description
Technical Field
The utility model relates to a formwork field of concrete construction outer wall specifically says so and relates to a movable unilateral formwork system for subway construction.
Background
Along with economic development in recent years, subway construction is in progress as a fire, construction of deep and large foundation pits of corresponding open-cut stations is more and more, the deep and large foundation pit support usually adopts a structure of a diaphragm wall + an inner support or a fender post + an inner support to meet the stability of the foundation pit, and the tops of most support structures are provided with sealing plates. Because the operation space between the maintenance structure of the foundation pit and the side wall of the subway station is narrow and small, the traditional double-sided formwork supporting process is difficult to meet the construction requirements, and therefore the single-sided formwork supporting construction technology is produced at the right moment.
According to the traditional construction process, the construction of the subway side wall is that a full frame, a side wall support and an inclined support are erected at the same time and connected into a whole, but the subway station has higher floor height, longer side wall length and poorer integral rigidity of a formwork support frame, so that great potential safety hazard exists, a great amount of manpower is consumed, the economic benefit is poor, the construction period is long, and in addition, multiple inner supports in an enclosure structure can also influence the matching assembly of a tower crane with a large-size single-side formwork; if the single-side templates are dismantled and assembled again, the workload is increased, the construction period is prolonged, and the lease cost is increased. Therefore, in the construction process of the semi-closed deep foundation pit of the subway station, the technical problems of low turnover rate of the template and poor economic benefit should be solved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a movable unilateral formwork system for subway construction has solved the technical problem that the template turnover rate is low and economic benefits is poor at the work progress in the semi-enclosed deep basal pit of subway station, need not with the help of equipment such as tower crane and truck crane alright accomplish the removal of support body and template, also be convenient for constructor simultaneously and carry out construction operation in the eminence.
A movable single-side formwork supporting system for subway construction comprises a triangular truss, a walking system, an operating platform, a vertically placed formwork and an anchoring embedded part, wherein the walking system is arranged at the bottom of the triangular truss, and the operating platform for construction is arranged at the upper end of the triangular truss;
one side surface of the template is connected with the triangular truss, and the other side surface of the template is attached to the concrete wall surface;
the triangular truss is connected with the template through an anchoring embedded part, and the anchoring embedded part is detachably connected with the triangular truss.
The template in the utility model adopts the metal template, has larger rigidity, is not easy to deform during concrete pouring, and can not influence the impression quality of the concrete; the single-side formwork supporting system is provided with the traveling system, so that the single-side formwork supporting system can move forward in underground construction with narrow operation, the use of a tower crane and a crane is avoided, and the construction efficiency is improved; in addition, in the utility model, the operation platform is arranged on the template, so that the safe operation of workers can be ensured when the concrete is poured; in addition, the transverse carrying pole beams are arranged on the embedded parts of the anchoring system, so that the template is not easy to misplace when concrete is poured, and the phenomena of slurry leakage and slurry leakage are avoided.
The triangular truss comprises a baffle plate which is vertically placed, a cross rod with one end vertically arranged at the bottom of the baffle plate, an outer inclined rod with one end connected with the other end of the cross rod and a reinforcing rib assembly arranged between the baffle plate and the outer inclined rod, the outer side surface of the baffle plate is connected with the template in a clinging manner, and the other end of the outer inclined rod is fixedly connected with the upper end of the baffle plate;
the operating platform is arranged at the top end of the baffle and at the upper end of the outer inclined rod, and the walking system is arranged at the bottom of the cross rod;
the baffle is connected with the template through the anchoring embedded part.
The triangular truss is more favorable to stabilizing, and the strengthening rib subassembly is favorable to the reinforcing of device intensity, is provided with operation platform for the master worker can work on this operation platform.
The operating platform comprises a plurality of brackets and supporting plates arranged on two adjacent brackets, each bracket comprises a bent pipe, a horizontal pipe, a base plate and an ear plate, the horizontal pipe is horizontally arranged, each bent pipe comprises a vertical part which is vertically arranged and an inclined part, one end of each inclined part is connected with the bottom of the vertical part, the other end of each inclined part is provided with the ear plate, and the ear plates are connected with the inclined parts through the base plates;
violently manage one end with vertical portion bottom is connected, violently manage the other end and be provided with the otic placode, the otic placode pass through the backing plate with violently manage the connection, the otic placode with the baffle is connected.
The anchoring embedded part comprises an embedded bolt, an anchor bolt and an embedded rod piece, one end of the embedded bolt is inserted into the ground, the other end of the embedded bolt is connected with one end of the embedded rod piece, the other end of the embedded rod piece is connected with the end part of the anchor bolt through threads, and the anchor bolt penetrates through the shoulder pole beam;
the carrying pole beam is arranged at the bottom of the triangular truss, one end of the carrying pole beam is connected with the side face of the baffle, and the other end of the carrying pole beam is connected with the cross rod.
The bottommost part of the anchoring embedded part is also provided with a horizontal rod arranged along the wall direction, and the horizontal rod is connected with the concrete reinforcing steel bars to play a role in wall anchoring.
The walking system comprises a support plate and universal wheels, wherein the support plate is horizontally arranged at the bottom of the cross rod, the universal wheels are arranged at the bottom of the support plate, and the universal wheels are arranged at the bottom of the support plate through hinged seats.
In order to fix the whole device conveniently, an adjusting lead screw is arranged at the outer end part of the supporting plate and is vertically arranged to be in contact with the ground.
The utility model discloses reach following effect of showing:
(1) the utility model improves the defect of low horizontal turnover efficiency of the frame body caused by inconvenient hoisting of the tower crane in the prior closed deep and large foundation pit, and simplifies the construction process by combining the characteristics of the unilateral formwork construction process technology;
(2) the prefabricated steel triangular truss is adopted, the standardization degree of components is high, constructors can easily master the operation key, and the stability of the template after erection can be ensured. In addition, the template is adopted for pre-assembly, the verticality and the flatness of the wall can be effectively guaranteed, common quality common defects of expansion die, slurry leakage, slab staggering and the like are overcome, the turnover efficiency is high, the speed is high, and the walking wheels are installed at the bottom of the divided unit sections, so that the integral movable unit sections can be obtained;
(3) the movable single-side mold body provides an operation platform for workers, and vibration operation is conveniently carried out on the movable single-side mold body when concrete is poured.
(4) The movable template system has the advantages of simple structure, convenience in splicing, simplicity and easiness in operation, convenience in construction and low cost.
Drawings
Fig. 1 is a front view of a single-side formwork system in an embodiment of the present invention.
Fig. 2 is a left side view of the single-side formwork system in the embodiment of the present invention.
Fig. 3 is a schematic structural diagram of the operation platform and the scaffold in the embodiment of the present invention.
Wherein the reference numerals are: 1. a first template group; 2. a second template set; 3. a hook bolt; 4. a transverse tube; 4-1, ear plates; 4-2, a backing plate; 4-3, a vertical portion; 5. an outer diagonal rod; 6. embedding bolts in advance; 7. a shoulder pole beam; 8. and adjusting the lead screw.
Detailed Description
In order to clearly illustrate the technical features of the present solution, the present solution is described below by way of specific embodiments.
Referring to fig. 1 and 2, a movable single-side formwork system for subway construction comprises a triangular truss, a walking system, an operating platform, a vertically placed formwork and an anchoring embedded part, wherein the walking system is arranged at the bottom of the triangular truss, and the operating platform for construction is arranged at the upper end of the triangular truss;
one side surface of the template is connected with the triangular truss, and the other side surface of the template is attached to the concrete wall surface;
the triangular truss is connected with the template through the anchoring embedded part, and the anchoring embedded part is detachably connected with the triangular truss.
The template in the utility model adopts the metal template, has larger rigidity, is not easy to deform during concrete pouring, and can not influence the impression quality of the concrete; the single-side formwork supporting system is provided with the traveling system, so that the single-side formwork supporting system can move forward in underground construction with narrow operation, the use of a tower crane and a crane is avoided, and the construction efficiency is improved; in addition, in the utility model, the operation platform is arranged on the template, so that the safe operation of workers can be ensured when the concrete is poured; in addition, the transverse carrying pole beam 7 is arranged on the embedded part of the anchoring system, so that the template is not easy to misplace when concrete is poured, and the phenomena of slurry leakage and slurry leakage are avoided;
the template comprises a first template group 1 and a second template group 2, the first template group 1 is arranged at the upper end of the second template group 2, the operating platform is connected with the first template group 1, the triangular truss is connected with the second template group 2, and the triangular truss is connected with the second template group 2 through hook head bolts.
The triangular truss comprises a baffle which is vertically placed, a cross rod with one end vertically arranged at the bottom of the baffle, an outer inclined rod 5 with one end connected with the other end of the cross rod, and a reinforcing rib assembly arranged between the baffle and the outer inclined rod 5, wherein the outer side surface of the baffle is connected with the template in a clinging manner, and the other end of the outer inclined rod 5 is fixedly connected with the upper end part of the baffle;
an operating platform is arranged at the top end of the baffle and at the upper end of the outer inclined rod 5, and a walking system is arranged at the bottom of the cross rod;
the baffle is connected with the template through the anchoring embedded part.
The triangular truss is more favorable to stabilizing, and the strengthening rib subassembly is favorable to the reinforcing of device intensity, is provided with operation platform for the master worker can work on this operation platform.
Referring to fig. 3, the operation platform comprises a plurality of brackets and support plates arranged on two adjacent brackets, each bracket comprises a bent pipe, a horizontally arranged transverse pipe 4, a backing plate 4-2 and an ear plate 4-1, each bent pipe comprises a vertically arranged vertical part 4-3 and an inclined part, one end of each inclined part is connected with the bottom of the vertical part 4-3, the other end of each inclined part is provided with the ear plate 4-1, and the ear plate 4-1 is connected with the inclined part through the backing plate 4-2;
one end of a transverse pipe 4 is connected with the bottom of the vertical part 4-3, the other end of the transverse pipe 4 is provided with an ear plate 4-1, the ear plate 4-1 is connected with the transverse pipe 4 through a backing plate 4-2, and the ear plate 4-1 is connected with the baffle.
The anchoring embedded part comprises an embedded bolt 6, an anchor bolt and an embedded rod piece, one end of the embedded bolt 6 is inserted into the ground, the other end of the embedded bolt 6 is connected with one end of the embedded rod piece, the other end of the embedded rod piece is connected with the end part of the anchor bolt through threads, and the anchor bolt penetrates through the shoulder pole beam;
the carrying pole beam 7 is arranged at the bottom of the triangular truss, one end of the carrying pole beam 7 is connected with the side face of the baffle, and the other end of the carrying pole beam 7 is connected with the cross rod.
The traveling system comprises a support plate horizontally arranged at the bottom of the cross rod and universal wheels arranged at the bottom of the support plate, and the universal wheels are arranged at the bottom of the support plate through hinged seats.
In order to fix the whole device conveniently, an adjusting lead screw 8 is arranged at the outer end part of the supporting plate, and the adjusting lead screw 8 is vertically arranged to be in contact with the ground.
The utility model discloses specific working process:
the utility model provides a subway unilateral side die system's design and processing thinking, it is narrow and small to have solved subway station semi-enclosed deep basal pit construction site, and the template turnover rate hangs down the scheduling problem. And installing a movable walking system and a construction operation platform for the profile steel tripod template, and carrying out optimization design on the anchoring system again. The movable single-side formwork supporting system mainly comprises important parts such as a profile steel triangular truss, a walking system, an operating platform, a template, an anchoring embedded part and the like. According to the geometric dimension of the subway side wall, unit section division can be carried out on a single-side formwork supporting system, the prefabricated steel triangular truss is adopted, the component standardization degree is high, the operation requirement can be easily mastered by constructors, and the stability of the formwork after supporting can be ensured;
the utility model successfully solves the problem of low horizontal turnover rate of the frame body caused by inconvenient hoisting of the tower crane in the semi-closed deep foundation pit, and successfully solves common quality common faults by combining the technical advantages of the unilateral formwork construction process, thereby obtaining good construction effect and meeting the requirements of different working conditions;
unit sections are assembled by dividing suitable unilateral supports in a construction section, universal traveling wheels are installed below supports on two sides of each unit section, and an operation platform is installed above the supports. After concrete pouring is finished, each unit section is independent through adjusting the connection among the screw 8, the embedded part bolt and the unit sections, and the unit sections can be moved forwards by manually pushing the unit sections. And when all the unit sections move to the next position, simply assembling the unit sections to finish the template assembling work. During the movement of the frame body, the moving system only bears the dead weight of the frame body and the template of the upper operating platform, 5-6 persons can push the template to move, the movement of the frame body and the template can be completed without the help of equipment such as a tower crane, a truck crane and the like, and the simple transportation of the single-side frame and the template is completely realized;
unilateral support is the stress system of single-sided wall body board, because every support bottom is equipped with the walking universal wheel, for avoiding the walking wheel atress under non-moving state, the template needs to utilize the regulation lead screw 8 of template tip to prop up the support body when fixed, makes the walking wheel be in unsettled state. The concrete lateral pressure and the floating force born by the frame body are transmitted to the adjusting screw rod 8 and the lower part embedded anchoring system, and then transmitted to the bottom plate.
The utility model discloses in, movable single-side template system operation's main points are as follows:
(1) construction of pre-embedded anchoring system
a. The distance between the end part of the foundation bolt close to the ground and the concrete wall surface is divided into a vertical distance H and a horizontal distance D, wherein the distances of the embedded rod pieces are 300mm according to the actual value of the site H and D;
b. the embedded part anchoring piece and the ground form a 45-degree angle, and when the embedded part anchoring piece is embedded on site, a cable needs to be pulled through, so that the embedded part anchoring piece is ensured to be on the same straight line;
c. before the foundation bolt is connected with the embedded rod piece, the front corresponding screw thread takes protection measures and is wrapped and firmly bound by plastic cloth so as to prevent concrete from being adhered to a screw thread during construction and influencing the connection of a nut during the next construction;
d. because of the foundation bolt can not directly spot-weld with the main reinforcement of the structure, in order to ensure that the embedded part does not run or deviate during concrete pouring, the foundation bolt is required to be additionally provided with the additional reinforcement at the corresponding part, and the foundation bolt is spot-welded on the additional reinforcement, and the effective diameter of the embedded part is not damaged during spot welding.
(2) Assembling and moving unit sections
a. A plurality of single-side support assembling units arranged side by side are arranged in the construction section, and the assembling units can be divided into basic units and additional units. Calculation verifies that when the distance between the single-side support assembly units is 800mm, 360-degree rotating travelling wheels are installed below the support bodies of the unit sections. In order to avoid overlarge forward inclination of the single-side support during movement or fixation, each support is provided with a certain proportion of balancing weights, and the setting of the positions of the balancing weights ensures the overall movement stability of the device in principle and ensures that the support body and the template cannot laterally move or deviate;
b. after the initial assembly of the unit sections is completed, the unit sections can be moved to a set position, all the unit sections are sequentially moved to a wall body, the mold assembly is prepared, all the unit section channel steel is connected by core belts and bolts, all the adjacent unit section frame bodies are connected by steel pipes, and the template support system in the whole construction section is integrated;
c. after the assembly of the single-side formwork support body is completed and before concrete is poured, the adjustable lead screw vertically arranged at the end part of the base is adjusted, and the walking wheels are enabled to be suspended without stress. And after the die is closed, concrete can be poured, and the pouring speed of the concrete is controlled according to the standard when the concrete is poured, so that layered pouring is realized. Workers can operate on the operating platform above the formwork frame body during concrete vibration, so that construction is facilitated;
d. after the concrete pouring of the construction section is completed and maintained, the adjustable lead screw at the base is adjusted, the connection with the embedded part anchoring system is removed, the connection between the channel steel of the unit sections and the steel pipe is removed, and the adjacent two unit sections are mutually independent. After the unit sections are independent, the direction of the walking wheels is adjusted to enable the walking wheels to be perpendicular to the wall surface, the whole frame body is moved backwards by 20-30 cm manually to stop, and then the formwork dismantling work can be completed. And adjusting the direction of the travelling wheels again to enable the travelling wheels to be parallel to the wall body, sequentially pushing the frame body to horizontally travel to the set position, and starting the template assembling work of the next construction section.
The technical features that the utility model has not been described can be realized through or adopt prior art, and no longer give unnecessary details here, and of course, the above-mentioned explanation is not right the utility model discloses a restriction, the utility model discloses also not only be limited to the above-mentioned example, ordinary skilled person in this technical field is in the utility model discloses a change, modification, interpolation or replacement made in the essential scope also should belong to the utility model discloses a protection scope.
Claims (5)
1. A movable single-side formwork supporting system for subway construction is characterized by comprising a triangular truss, a walking system, an operating platform, a vertically placed formwork and an anchoring embedded part, wherein the walking system is arranged at the bottom of the triangular truss, and the operating platform for construction is arranged at the upper end of the triangular truss;
one side surface of the template is connected with the triangular truss, and the other side surface of the template is attached to the concrete wall surface;
the triangular truss is connected with the template through an anchoring embedded part, and the anchoring embedded part is detachably connected with the triangular truss.
2. The movable single-side formwork supporting system for subway construction according to claim 1, wherein said triangular truss includes a baffle placed vertically, a cross bar with one end vertically arranged at the bottom of said baffle, an outer diagonal bar with one end connected with the other end of said cross bar, and a reinforcing rib assembly arranged between said baffle and said outer diagonal bar, the outer side of said baffle is connected with said formwork in a clinging manner, and the other end of said outer diagonal bar is fixedly connected with the upper end of said baffle;
the operating platform is arranged at the top end of the baffle and at the upper end of the outer inclined rod, and the walking system is arranged at the bottom of the cross rod;
the baffle is connected with the template through the anchoring embedded part.
3. The movable single-side formwork supporting system for subway construction as claimed in claim 2, wherein said operation platform comprises several brackets and supporting plates disposed on two adjacent brackets, said brackets comprise bending pipes, horizontal pipes disposed horizontally, backing plates and ear plates, said bending pipes comprise vertical portions placed vertically, inclined portions with one ends connected with bottoms of said vertical portions, and other ends of said inclined portions are provided with ear plates connected with said inclined portions through backing plates;
violently manage one end with vertical portion bottom is connected, violently manage the other end and be provided with the otic placode, the otic placode pass through the backing plate with violently manage the connection, the otic placode with the baffle is connected.
4. The movable type unilateral formwork supporting system for subway construction according to claim 3, wherein the anchoring embedded part comprises an embedded bolt, an anchor bolt and an embedded rod piece, one end of the embedded bolt is inserted into the ground, the other end of the embedded bolt is connected with one end of the embedded rod piece, the other end of the embedded rod piece is connected with the end of the anchor bolt through a thread, and the anchor bolt penetrates through the shoulder pole beam;
the carrying pole beam is arranged at the bottom of the triangular truss, one end of the carrying pole beam is connected with the side face of the baffle, and the other end of the carrying pole beam is connected with the cross rod.
5. The movable single-side formwork system for subway construction as claimed in claim 4, wherein said walking system comprises a support plate horizontally arranged at the bottom of said cross bar and a universal wheel arranged at the bottom of said support plate, said universal wheel being arranged at the bottom of said support plate through a hinged seat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920956043.5U CN210659228U (en) | 2019-06-24 | 2019-06-24 | Movable single-side formwork system for subway construction |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201920956043.5U CN210659228U (en) | 2019-06-24 | 2019-06-24 | Movable single-side formwork system for subway construction |
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| CN210659228U true CN210659228U (en) | 2020-06-02 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252363A (en) * | 2020-10-22 | 2021-01-22 | 中国铁建大桥工程局集团有限公司 | Supporting device and supporting method for movable subway station side wall supporting steel formwork |
| CN113958342A (en) * | 2021-10-18 | 2022-01-21 | 中铁十四局集团建筑工程有限公司 | Secondary lining formwork support for side wall of highway tunnel, structure and using method |
| CN114645546A (en) * | 2022-04-20 | 2022-06-21 | 中建三局集团有限公司 | Movable single-side formwork supporting device for underground space side wall and construction method of movable single-side formwork supporting device |
-
2019
- 2019-06-24 CN CN201920956043.5U patent/CN210659228U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252363A (en) * | 2020-10-22 | 2021-01-22 | 中国铁建大桥工程局集团有限公司 | Supporting device and supporting method for movable subway station side wall supporting steel formwork |
| CN113958342A (en) * | 2021-10-18 | 2022-01-21 | 中铁十四局集团建筑工程有限公司 | Secondary lining formwork support for side wall of highway tunnel, structure and using method |
| CN113958342B (en) * | 2021-10-18 | 2024-05-10 | 中铁十四局集团建筑工程有限公司 | Expressway tunnel side wall secondary lining template support, structure and use method |
| CN114645546A (en) * | 2022-04-20 | 2022-06-21 | 中建三局集团有限公司 | Movable single-side formwork supporting device for underground space side wall and construction method of movable single-side formwork supporting device |
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