CN217325476U - A template subassembly device for concrete retaining wall construction - Google Patents

A template subassembly device for concrete retaining wall construction Download PDF

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Publication number
CN217325476U
CN217325476U CN202220644895.2U CN202220644895U CN217325476U CN 217325476 U CN217325476 U CN 217325476U CN 202220644895 U CN202220644895 U CN 202220644895U CN 217325476 U CN217325476 U CN 217325476U
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China
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retaining wall
template
steel
wall construction
concrete retaining
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CN202220644895.2U
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Chinese (zh)
Inventor
宁道昌
罗志浩
何月方
任月
魏敦
屈坤玉
李海升
邓志朋
张敬鹏
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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Abstract

The utility model discloses a template component device for concrete barricade construction, support adjusting part and template component including earth anchor subassembly, supporting component, suitable for reading, the earth anchor subassembly includes a plurality of pre-buried muscle, supporting component includes a plurality of bracing pull rods, a plurality of plastics centrum nut, a plurality of butterfly card, a plurality of to draw nut and a plurality of steel pipe, suitable for reading supports adjusting component and includes to pull rod, another a plurality of butterfly card, another a plurality of to draw nut and a plurality of steel pipe card, template component includes two typical forms, and is a plurality of the quantity of pre-buried muscle is equal with the quantity of a plurality of bracing pull rods, and is a plurality of the lower extreme of bracing pull rod is respectively with a plurality of pre-buried muscle fixed connection. The utility model has the advantages of reasonable design, have simple structure, simple operation, easily operation, save construction cost's benefit.

Description

A template subassembly device for concrete retaining wall construction
Technical Field
The utility model relates to a construction technical field specifically is a template subassembly device for concrete barricade construction.
Background
In the construction of the roadbed engineering near-water section weighing type piece-stone concrete retaining wall, the requirement on the water stop of the retaining wall is strict, the requirement on the accuracy of the retaining wall slope is high, the existing general construction technology adopts a wood template, a setting template and a pulling rod with a water stop piece for construction, and the following problems exist during construction operation: because the adopted opposite tension rod is a through-length screw rod and the screw rods are basically arranged vertically, when the sheet stone concrete retaining wall is constructed, skilled constructors are required to take extra care when concrete is poured to place the sheet stones, otherwise, the opposite tension rod is easy to damage, and the phenomena of mold burst or poor line shape and the like of the template occur; the wood formwork is easy to operate, but the appearance quality after construction is poor, the finished product quality after the construction of the shaped steel formwork is high, but when the wood formwork is constructed, because the slope of a retaining wall is larger and the formwork is heavier, a simple formwork inner support bracket needs to be arranged to meet the support requirement when the formwork is constructed, and the construction efficiency is influenced; the customized split-draw bar with the water stop sheet cannot be recycled, so that the construction cost is high, and the construction cost is increased.
Therefore, under the background of the problems of low operation efficiency, poor appearance quality control, high construction cost, poor retaining wall water stopping effect, low slope control accuracy and the like in site retaining wall operation, the formwork assembly device for concrete retaining wall construction is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a template subassembly device for concrete retaining wall construction to solve the problem that exists among the prior art that above-mentioned background art provided.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a template component device for concrete retaining wall construction, includes ground anchor subassembly, supporting component, suitable for reading and supports adjusting part and template component, the ground anchor subassembly includes a plurality of pre-buried muscle, supporting component includes a plurality of bracing pull rod, a plurality of plastics centrum nut, a plurality of butterfly card, a plurality of to draw nut and a plurality of steel pipe, suitable for reading supports adjusting component and includes to pull rod, a plurality of other butterfly cards, a plurality of other to draw nut and a plurality of steel pipe card, template component includes two typical forms, and is a plurality of the quantity of pre-buried muscle is equal with the quantity of a plurality of bracing pull rod, and is a plurality of the lower extreme of bracing pull rod respectively with a plurality of pre-buried muscle fixed connection.
Preferably, the embedded ribs are all composed of construction site scrap steel rib heads.
Preferably, a plurality of bracing pull rods are formed by threaded steel and welding drawn wires together, and the plastic cone nuts and the split nuts at the corresponding positions are in threaded connection on the threaded steel.
Preferably, the two sizing templates are rectangular templates made of steel plates, and the panels of the two sizing templates are made of stainless steel.
Preferably, the plurality of steel pipes and the plurality of butterfly cards at the corresponding positions are used for connecting and fixing the inclined strut pull rod at the corresponding position with the sizing template.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the device primarily fixes the setting template through a diagonal non-through template reinforcing system formed by the ground anchor component and the supporting component, when the width, the slope, the line shape, the vertical splicing seam and the like appearing at the upper opening of the setting template are unqualified, the upper opening supporting and adjusting component is adopted for secondary adjustment and reinforcement, then an operator can quickly pour concrete and lay the sheet stone in an open space range formed by the setting template of the device, each component and a lower bearing layer, so as to finish the construction of the sheet stone concrete retaining wall, the device has simple structure, convenient installation and convenient operation, is easy to directly operate by the operator, solves the problems of low operation efficiency, poor appearance quality control, high construction cost, poor retaining wall water stopping effect, low slope control accuracy and the like in site retaining wall operation, ensures the water stopping requirement of the retaining wall, and enhances the slope control accuracy of the retaining wall, the working efficiency and the quality are improved, the operation time is shortened, and the construction cost is saved;
2. the assembled components are common in the market, flexible and practical, can be used after being assembled, can be disassembled after being completed, can be recycled, and are economic and environment-friendly;
drawings
Fig. 1 is a schematic structural view of a formwork assembly device for concrete retaining wall construction according to the present invention;
fig. 2 is a cross-sectional view of a steel pipe clip type opening of a formwork assembly device for concrete retaining wall construction according to the present invention;
fig. 3 is the utility model provides a steel pipe card T type opening cross-sectional view of a template subassembly device for concrete retaining wall construction.
In the figure: 1 shaping template, 2 steel pipes, 3 split nuts, 4 butterfly clamps, 5 plastic cone nuts, 6 diagonal bracing pull rods, 7 embedded ribs, 8 steel pipe clamps and 9 split pull rods.
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.
Referring to fig. 1-3, a template subassembly device for concrete retaining wall construction, including the earth anchor subassembly, a supporting component, go up mouthful support adjusting part and template subassembly, the earth anchor subassembly includes a plurality of pre-buried muscle 7, a plurality of pre-buried muscle 7 comprises building site scrap steel bar head, a supporting component includes a plurality of bracing pull rod 6, a plurality of plastics centrum nut 5, a plurality of butterfly card 4, a plurality of pull nut 3 and a plurality of steel pipe 2, it includes pull rod 9 to go up mouthful support adjusting part, another a plurality of butterfly card 4, another a plurality of pull nut 3 and a plurality of steel pipe card 8, the template subassembly includes two design template 1, the quantity of a plurality of pre-buried muscle 7 is equal with a plurality of bracing pull rod 6's quantity, the lower extreme of a plurality of bracing pull rod 6 respectively with a plurality of pre-buried muscle 7 fixed connection.
Wherein, a plurality of bracing pull rods 6 are formed by the screw-thread steel and welding jointly to the wire drawing, correspond plastics centrum nut 5 and the equal threaded connection of split nut 3 of position department on the screw-thread steel, two design template 1 are the rectangle template that the steel sheet preparation formed, and the panel department of two design template 1 is the stainless steel.
It is worth mentioning that the plurality of steel pipes 2 and the plurality of butterfly cards 4 at the corresponding positions are used for connecting and fixing the diagonal brace pull rods 6 at the corresponding positions with the sizing template 1.
In the utility model, when in construction, the components are prepared, when a lower bearing layer is poured, the pre-embedded ribs 7 are pre-embedded, then the slope of the setting template 1 is controlled, firstly, the plastic cone nuts 5 are respectively sleeved into the inclined strut pull rods 6, one end of the deformed steel bar passes through the setting template 1, the other end of the deformed steel bar is fixed with the pre-embedded ribs 7 at the corresponding position, then the setting template 1 is preliminarily fixed, then the butterfly card 4 at the corresponding position, the opposite pull nut 3 and the steel pipe 2 are operated to reinforce, finally, after the slope of the retaining wall is rechecked again, the joints of the inclined strut pull rods 6 and the pre-embedded ribs 7 are welded again, finally, the one-shaped opening of the upper port support adjusting component steel pipe clamp 8 is adopted to adjust the distance between the upper ports of the template, the T-shaped opening is adopted to adjust the longitudinal seam between the setting templates 1, and the final reinforcement of the setting template 1 is completed, and the operating personnel are in the open type space range formed by the setting template 1, each component and the lower bearing layer, can pour the concrete fast, put the slice stone, accomplish the construction of slice stone concrete barricade, ensure the stagnant water requirement of barricade, strengthen the precision of barricade slope control, improve work efficiency and quality, shortened long, the construction cost of having saved of operation.
The above, only be the embodiment of the preferred of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, which are designed to be replaced or changed equally, all should be covered within the protection scope of the present invention.

Claims (5)

1. A template component device for concrete retaining wall construction comprises a ground anchor component, a supporting component, an upper opening supporting and adjusting component and a template component, it is characterized in that the ground anchor component comprises a plurality of embedded ribs (7), the supporting component comprises a plurality of inclined strut pull rods (6), a plurality of plastic cone nuts (5), a plurality of butterfly cards (4), a plurality of split nuts (3) and a plurality of steel pipes (2), the upper opening supporting and adjusting component comprises a counter pull rod (9), a plurality of butterfly clamps (4), a plurality of counter pull screw caps (3) and a plurality of steel pipe clamps (8), the template component comprises two sizing templates (1), the number of the embedded ribs (7) is equal to that of the inclined strut pull rods (6), and the lower ends of the inclined strut pull rods (6) are fixedly connected with the embedded ribs (7) respectively.
2. A formwork assembly apparatus for concrete retaining wall construction according to claim 1, wherein a plurality of said embedded bars (7) are composed of site scrap steel bar heads.
3. The formwork assembly device for concrete retaining wall construction according to claim 1, wherein a plurality of said diagonal bracing tie rods (6) are formed by screw-thread steel and co-welding tie wires, and said plastic cone nuts (5) and counter-pull nuts (3) at corresponding positions are screwed on the screw-thread steel.
4. The formwork assembly device for concrete retaining wall construction according to claim 1, wherein two of the sizing formworks (1) are rectangular formworks made of steel plates, and the panels of the two sizing formworks (1) are made of stainless steel.
5. The formwork assembly device for concrete retaining wall construction according to claim 1, wherein a plurality of steel pipes (2) and a plurality of butterfly clamps (4) at corresponding positions are used for connecting and fixing the diagonal draw bars (6) at corresponding positions with the sizing formwork (1).
CN202220644895.2U 2022-03-23 2022-03-23 A template subassembly device for concrete retaining wall construction Active CN217325476U (en)

Priority Applications (1)

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CN202220644895.2U CN217325476U (en) 2022-03-23 2022-03-23 A template subassembly device for concrete retaining wall construction

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Application Number Priority Date Filing Date Title
CN202220644895.2U CN217325476U (en) 2022-03-23 2022-03-23 A template subassembly device for concrete retaining wall construction

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115977145A (en) * 2023-01-10 2023-04-18 中国十七冶集团有限公司 Upward-inclined rubble concrete retaining wall single-side formwork reinforcing structure system and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115977145A (en) * 2023-01-10 2023-04-18 中国十七冶集团有限公司 Upward-inclined rubble concrete retaining wall single-side formwork reinforcing structure system and method

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