CN211057855U - Comprehensive pipe gallery is with unilateral formwork frock - Google Patents

Comprehensive pipe gallery is with unilateral formwork frock Download PDF

Info

Publication number
CN211057855U
CN211057855U CN201922025350.4U CN201922025350U CN211057855U CN 211057855 U CN211057855 U CN 211057855U CN 201922025350 U CN201922025350 U CN 201922025350U CN 211057855 U CN211057855 U CN 211057855U
Authority
CN
China
Prior art keywords
straight rod
formwork
positioning
nut
main bars
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
Application number
CN201922025350.4U
Other languages
Chinese (zh)
Inventor
陈璐
郑培君
郜玉芬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Seventh Engineering Division Corp Ltd
Original Assignee
China Construction Seventh Engineering Division Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Seventh Engineering Division Corp Ltd filed Critical China Construction Seventh Engineering Division Corp Ltd
Priority to CN201922025350.4U priority Critical patent/CN211057855U/en
Application granted granted Critical
Publication of CN211057855U publication Critical patent/CN211057855U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides a utility tunnel is with unilateral formwork frock. Comprises a pull rod, a water stop sheet, a conical positioning nut, a butterfly clamp and a locking nut; the pull rod comprises a positioning section and a straight rod section, the positioning section comprises two clamping jaws extending at the same side and used for limiting the front row of main bars and the rear row of main bars of the steel bar frame and reinforcing the strength of the steel bar frame, the clamping jaws are U-shaped and used for being clamped on the corresponding main bars and fixed relative to the main bars, the straight rod section penetrates through the template assembly, external threads are arranged on the straight rod section, a water stop sheet is fixed on one section of the straight rod section, which is positioned in the steel bar frame, a conical positioning nut is screwed on the straight rod section and used for being in stop fit with the rear side face of the template, a butterfly sleeve is sleeved on one side of the straight rod section, which is far away from the positioning section, and a locking nut is screwed on the straight rod section and used for pressing the butterfly clamp on double rows of. The formwork support device has the advantages of no need of erecting a steel pipe frame, convenience and rapidness in formwork support, small occupied volume, suitability for formwork support of various heights and high formwork support quality.

Description

Comprehensive pipe gallery is with unilateral formwork frock
Technical Field
The utility model relates to a utility tunnel is with unilateral formwork frock.
Background
Urban land resources are precious, the distance between the outer wall of a plurality of comprehensive pipe galleries and a ground red line is short, and meanwhile, vertical support is widely adopted along with the development of deep foundation pit support technology. The utility tunnel is an underground city pipeline utility tunnel, namely, a tunnel space is built underground the city, various engineering pipelines such as electric power, communication, gas, heat supply, water supply and drainage and the like are integrated, a special overhaul port, a lifting port and a monitoring system are arranged, unified planning, unified design, unified construction and management are implemented, and the utility tunnel is an important infrastructure and a 'lifeline' for guaranteeing city operation. Therefore, the construction of the outer wall of the utility tunnel is difficult to realize by adopting the double-side formwork, so that the single-side formwork is widely used. The traditional single-side formwork process adopts steel pipes to set up bent frames as a supporting system of a formwork, a cavity for pouring concrete is formed by single-side formwork support in a comprehensive pipeline so as to surround the cavity between the formwork and a wall, a reinforcing steel frame is placed in the cavity, the concrete is poured from the upper side after the formwork support is completed, and a reinforced concrete bearing wall is formed by the concrete and the reinforcing steel frame after the concrete is solidified. And for a wall formwork with a large height, the construction difficulty is higher.
SUMMERY OF THE UTILITY MODEL
For solving the above problem, the utility model provides a need not to set up steel-pipe frame, formwork convenient and fast, occupy small, can be fit for the formwork of various heights, the high comprehensive pipe gallery of formwork quality uses unilateral formwork frock.
The technical scheme of the utility model is realized like this: the utility model provides a unilateral formwork supporting tool for a comprehensive pipe gallery, which comprises a pull rod, a water stop sheet, a conical positioning nut, a butterfly clamp and a locking nut;
the pull rod comprises a positioning section and a straight rod section, wherein the positioning section comprises two clamping jaws extending at the same side and used for limiting the front row of main bars and the rear row of main bars of the steel bar frame and reinforcing the strength of the steel bar frame, the clamping jaws are U-shaped and used for being clamped on the corresponding main bars and fixed relative to the main bars, the straight rod section penetrates through the template assembly, external threads are arranged on the straight rod section, a water stop sheet is fixed on one section of the straight rod section, which is positioned in the steel bar frame, a conical positioning nut is screwed on the straight rod section and used for being matched with a rear side stop of the template in a blocking manner, a butterfly sleeve is sleeved on one side of the straight rod section, which is far away from the positioning section, and a locking nut is screwed on the straight rod section and used for pressing the butterfly clamp on double.
Furthermore, the pull rod is formed by welding waste steel bars.
Furthermore, the positioning section is used for being welded and fixed with the corresponding main rib.
Further, the water stop sheet is welded and fixed with the straight rod section.
Further, the cone-shaped positioning nut comprises a cone-shaped plastic sleeve and a split nut which is arranged in the cone-shaped plastic sleeve.
By adopting the technical scheme, the beneficial effects of the utility model are that: compared with the prior art, the steel pipe frame does not need to be erected, the spacing between the main reinforcements is reinforced and controlled through the positioning section, and the spacing between the steel reinforcement framework and the template are integrally controlled to reinforce the template; the problems that in the construction process of a main body structure of an urban comprehensive pipe gallery, a steel pipe erection bent frame is adopted as a template support system in the traditional single-side formwork process, the number of used steel pipes is large, the erection period is long, the height of a formwork for one-time erection is low, the defects of upward floating of a template, expansion of the formwork, poor flatness and verticality of a concrete wall surface and the like easily occur, and the construction quality is difficult to guarantee are solved; the formwork supporting device has the advantages of convenience and rapidness in formwork supporting, small occupied size, suitability for formwork supporting of various heights and high formwork supporting quality.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Fig. 1 is a schematic longitudinal sectional view of a single-side die tool for a comprehensive pipe gallery according to the present invention;
wherein: 21-pull rod, 211-positioning section, 212-straight rod section, 22-water stop sheet, 23-conical positioning nut, 24-butterfly card, 25-locking nut, 3-reinforcing steel bar frame, 31-front row reinforcing steel bar, 32-rear row reinforcing steel bar, 4-template component, 41-template, 42-square wood, 43-square tube, 44-double-row steel tube, 5-waterproof layer and 6-flexible cushion block.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The utility model discloses a concrete embodiment of unilateral formwork frock for utility tunnel: as shown in figure 1, the utility tunnel is with unilateral formwork frock, including pull rod 21, waterstop 22, toper set nut 23, butterfly card 24 and lock nut 25.
The tie bar 21 comprises a positioning section 211 and a straight bar section 212, the positioning section 211 comprises two clamping jaws extending on the same side and used for limiting the front row of main bars and the rear row of main bars of the steel bar frame 3 and reinforcing the strength of the steel bar frame 3, the clamping jaws are U-shaped and used for being clamped on the corresponding main bars and being fixed relative to the main bars, the straight bar section 212 penetrates through the formwork assembly 4, the straight bar section 212 is provided with external threads, the water stop sheet 22 is fixed on one section of the straight bar section 212 positioned in the steel bar frame 3, the tapered positioning nut 23 is screwed on the straight bar section 212 and used for being in stop fit with the rear side face of a formwork, the butterfly clip 24 is sleeved on one side of the straight bar section 212 far away from the positioning section 211, and the locking nut 25 is screwed on the straight bar section 212 and used for pressing the butterfly clip 24 on the double-row steel pipes of the formwork assembly. The pull rod 21 is formed by welding waste steel bars. The positioning section 211 is used for being welded and fixed with the corresponding main rib. The water stop sheet 22 is welded and fixed with the straight rod section 212. The tapered retention nut 23 includes a tapered plastic sleeve and a split nut built into the tapered plastic sleeve.
Wherein: the pull rod 21 is made on site by selecting proper steel bar waste according to the size of the main structure. The pull rod 21 is made of an M14 screw and is customized according to the component design drawing and the main structure size of the pipe gallery.
When in use: firstly, constructing a foundation pit supporting process, and constructing guard piles, inter-pile concrete, a waterproof layer 5 and other processes; secondly, binding horizontal ribs and vertical ribs of the steel bar frame 3, binding flexible cushion blocks 6 on the main ribs, respectively clamping the pull rod on the front row of steel bars and the rear row of steel bars through two clamping claws of the pull rod, and welding and fixing the pull rod to fix the space between the main ribs and ensure the rigidity of the wall body steel bar framework; and then installing a conical positioning nut 23, a template 41, a square timber 42, a square pipe 43, a double-row steel pipe 44, a butterfly clamp 24 and a locking nut 25 in sequence, welding a water stop sheet 22 on a positioning section 211 of the pull rod when leaving a factory, ensuring the thickness of a steel bar protection layer by tightly attaching the conical positioning nut 23 to the rear side of the template 41, clamping the double-row steel pipe 44 by the butterfly clamp 24, and reinforcing the template 41 by adjusting the locking nut 25. The method has the advantages that a steel pipe frame is not required to be erected, and the problems that in the construction process of the main body structure of the comprehensive pipe gallery, a steel pipe erecting bent frame is adopted as a template 41 supporting system in the traditional single-side formwork erecting process, the number of used steel pipes is large, the erecting period is long, the height of a formwork for one-time erecting is low, the defects of upward floating of the template 41, expansion of the formwork, poor flatness and verticality of a concrete wall surface and the like are prone to occurring, the construction quality is difficult to guarantee, and the; the formwork supporting device has the advantages of convenience and rapidness in formwork supporting, small occupied size, suitability for formwork supporting of various heights and high formwork supporting quality.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (5)

1. The single-side formwork supporting tool for the comprehensive pipe gallery is characterized by comprising a pull rod, a water stop sheet, a conical positioning nut, a butterfly clamp and a locking nut;
the pull rod comprises a positioning section and a straight rod section, wherein the positioning section comprises two clamping jaws extending at the same side and used for limiting the front row of main bars and the rear row of main bars of the steel bar frame and reinforcing the strength of the steel bar frame, the clamping jaws are U-shaped and used for being clamped on the corresponding main bars and fixed relative to the main bars, the straight rod section penetrates through the template assembly, external threads are arranged on the straight rod section, a water stop sheet is fixed on one section of the straight rod section, which is positioned in the steel bar frame, a conical positioning nut is screwed on the straight rod section and used for being matched with a rear side stop of the template in a blocking manner, a butterfly sleeve is sleeved on one side of the straight rod section, which is far away from the positioning section, and a locking nut is screwed on the straight rod section and used for pressing the butterfly clamp on double.
2. The utility model discloses a single side formwork frock for utility tunnel of claim 1, characterized in that, the pull rod is formed through old and useless reinforcing bar welding.
3. The utility model discloses a single side formwork frock for utility tunnel of claim 2, characterized in that, the positioning section is used for with the main muscle welded fastening that corresponds.
4. The utility model provides a single side formwork frock for utility tunnel of any one of claims 1-3, characterized in that, the waterstop is fixed with straight rod section welding.
5. The utility model discloses a unilateral formwork frock for utility tunnel of any one of claims 1-3, characterized in that, toper set nut includes toper plastic sheath and built-in counter-pulling nut in the toper plastic sheath.
CN201922025350.4U 2019-11-21 2019-11-21 Comprehensive pipe gallery is with unilateral formwork frock Active CN211057855U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922025350.4U CN211057855U (en) 2019-11-21 2019-11-21 Comprehensive pipe gallery is with unilateral formwork frock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922025350.4U CN211057855U (en) 2019-11-21 2019-11-21 Comprehensive pipe gallery is with unilateral formwork frock

Publications (1)

Publication Number Publication Date
CN211057855U true CN211057855U (en) 2020-07-21

Family

ID=71588835

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922025350.4U Active CN211057855U (en) 2019-11-21 2019-11-21 Comprehensive pipe gallery is with unilateral formwork frock

Country Status (1)

Country Link
CN (1) CN211057855U (en)

Similar Documents

Publication Publication Date Title
CN103061504B (en) Concrete slab Pipe installing hole to be provided construction mould and construction method
CN104631512B (en) Hang modulus method after-pouring band beam-slab construction method
CN203613797U (en) Bottom plate post-pouring belt template provided with water-stopping steel plates
CN209891485U (en) Cast-in-place concrete external wall insulation integration template bearing structure
CN106049531A (en) Construction method for high-water-content ultra-soft soil box type multi-chamber cast-in-place frame tunnel
CN211057855U (en) Comprehensive pipe gallery is with unilateral formwork frock
CN201261950Y (en) Open pore structure on steel reinforced concrete pond wall
CN203834809U (en) Steel pipe column structure for steel pipe column concrete side pouring method
CN210917458U (en) City utility tunnel unilateral side mould frock subassembly
CN103161313B (en) Connection method of main reinforcement of constructional column of infilled wall and framed girder
CN110700319A (en) Comprehensive pipe gallery is with unilateral formwork frock
CN204875868U (en) Induced seam structure of twin columns of subway station
CN102493480B (en) Reusable die for equipment foundation reserved square hole
CN206205289U (en) Roof drain direct-burried bracing means
CN205875202U (en) Cast -in -place frame tunnel formwork system of high water content ultra -soft soil box multi -chambered
CN106284372A (en) The method for supporting of roof plate template during a kind of electric power ditch is integrated poured
CN205476452U (en) Connection structure of shear force wall and floor
CN104329118A (en) Inserted convex integral central drainage ditch device in road tunnel
CN202247938U (en) Wedge-shaped foundation bolt preformed hole core formwork device
CN205314109U (en) Recoverable compound soil nail wall supporting construction system of assembled based on anchor rope and soil nail
CN106703259A (en) Post-construction method of reinforced-concrete-poured interior wall
CN212105058U (en) Assembled structure roofing cantilever frame device
CN113250243A (en) Comprehensive pipe gallery foundation pit single-side formwork construction method
CN202831660U (en) Detachable support frame for steel column embedded part
CN212613710U (en) Shear wall structure building of construction steel bar formwork concrete

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant