CN215594113U - Pouring template convenient for construction of narrow space electric power pipe ditch - Google Patents

Pouring template convenient for construction of narrow space electric power pipe ditch Download PDF

Info

Publication number
CN215594113U
CN215594113U CN202121762901.6U CN202121762901U CN215594113U CN 215594113 U CN215594113 U CN 215594113U CN 202121762901 U CN202121762901 U CN 202121762901U CN 215594113 U CN215594113 U CN 215594113U
Authority
CN
China
Prior art keywords
template
electric power
exterior sheathing
inner formword
positioning
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
CN202121762901.6U
Other languages
Chinese (zh)
Inventor
真济光
张建男
陈剑汉
敖玉连
江乾河
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 CN202121762901.6U priority Critical patent/CN215594113U/en
Application granted granted Critical
Publication of CN215594113U publication Critical patent/CN215594113U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model discloses a pouring template convenient for construction of a narrow space power pipe ditch, which comprises a left template group and a right template group, wherein the left template group comprises a left outer template and a left inner template, the right template group comprises a right outer template and a right inner template, the height of the left outer template is higher than that of the left inner template, the height of the left inner template is the same as that of the right inner template, the height of the left outer template is the same as that of the right outer template, the bottom ends of the left outer template and the right outer template are placed on the bottom surface of a trench, a split bolt is arranged between the bottom ends of the left outer template and the right outer template, a positioning connecting rod is arranged between the top ends of the left outer template and the right outer template, the top ends of the left inner template and the right inner template are connected to the positioning connecting rod, the bottom ends of the left inner template and the right inner template are connected through a base template, grooves are formed in the outer sides of the left inner template and the right inner template, and cable supports are arranged in the grooves. The utility model has the advantages of more convenient and quicker installation, quicker construction speed of cast-in-place concrete and lower cost in labor hour.

Description

Pouring template convenient for construction of narrow space electric power pipe ditch
Technical Field
The utility model relates to the technical field of cable trench construction, in particular to a pouring template convenient for construction of a power pipe trench in a narrow space.
Background
With the development of informatization, the existing power pipeline faces the need of modification, and particularly the cable trench needs to be modified urgently in the busy old areas of large cities so as to meet the requirement of city development. But the transformation in busy places faces a plurality of problems:
firstly, there are many shops and plants distributed along the line, the distance between the electric power pipe ditch side line and the existing structure side line is 1-3m, and the periphery of the electric power pipe ditch side line is also provided with structures such as electric power poles and advertising boards, so that the construction area is narrow and small, and large-scale equipment cannot be put into the field.
Secondly, the precipitation of partial areas is large, the time of rainy season is from May to September every year, the underground water burial depth of the construction area is shallow according to the existing geophysical prospecting report, and the construction time of the power pipe trench is required to be shortened as much as possible under the conditions.
Thirdly, the most important point is that the construction schedule of 50m template segment construction of the power pipe trench is as shown in fig. 1, and the construction period needs 8 days, and the construction period proportion of each procedure is 7% of trench excavation, 6% of cushion layer construction, 31% of template installation, 31% of reinforcement binding and 25% of concrete pouring, and the construction procedures of template installation, reinforcement binding and concrete pouring are relatively large through analysis.
Therefore, in order to shorten the construction time of the power pipe trench in a narrow space, the end reasons of the above-mentioned processes, namely the two main reasons of "inconvenient template installation and splicing" and "narrow construction site", need to be analyzed. These two main factors are further analyzed below.
Factor analysis one: inconvenient installation and splicing of templates
The traditional wood formwork support has the defects of complicated mould process, multiple nail hammer processes, dense distribution of the power pipe trench supports, vertical 0.25m and horizontal 0.8m spacing of the cloth holes, and 72cm spacing between the two power pipe trench supports. The supports are densely distributed, and the space between the supports is narrow, so that the templates are inconvenient to manufacture, install and splice. After the test section wood template is installed, the periphery of the hole position of the support still needs to be plugged, slurry leakage is prevented, and the installation progress of the template is further slowed down.
Factor analysis two: narrow construction site
The red line of many places of this engineering investigation and the red line of land use coincide mutually, and the distribution shop along the line, factory building are more, very close to electric power trench construction area simultaneously. The excavation depth of the power groove is large, the foundation pit side slope stability and the surrounding building safety are guaranteed, so that the site slope excavation cannot be carried out, and the template installation area is very limited.
To sum up, the construction site is narrow and small and the inconvenience of template installation and splicing is the main factor that hinders the construction progress.
Disclosure of Invention
Aiming at the defects in the background technology, the utility model provides the pouring template convenient for the construction of the electric power pipe trench in the narrow space, and solves the technical problems that the construction progress is hindered due to the narrow construction field and the inconvenience in template installation and splicing.
The technical scheme of the utility model is realized as follows: the pouring template convenient for construction of the electric power pipe trench in the narrow space comprises a left template group and a right template group, wherein the left template group comprises a left outer template and a left inner template, the right template group comprises a right outer template and a right inner template, the height that highly is higher than the left side inner formword of left side exterior sheathing, the height of left side inner formword and right side inner formword is the same, the height of left side exterior sheathing and right side exterior sheathing is the same, place on the trench bottom surface and be provided with the split bolt between the two in the bottom of left side exterior sheathing and right side exterior sheathing, be provided with the location connecting rod between the top of left side exterior sheathing and right side exterior sheathing, the top of left side interior sheathing and right side interior sheathing is connected on the location connecting rod, the bottom of left side interior sheathing and right side interior sheathing is unsettled and links to each other through the base template, the outside of left side interior sheathing and right side interior sheathing is provided with the recess, be provided with cable support in the recess.
Furthermore, positioning ribs are arranged between the left outer template and the left inner template and between the right outer template and the right inner template.
Furthermore, a mortar hole is formed in the base template.
Furthermore, the positioning connecting rods are connected with the upper end faces of the templates through positioning bolts.
Furthermore, a long hole is formed in the positioning connecting rod, and the positioning bolt penetrates through the long hole to be connected with each template.
And a positioning rod is arranged between the lower end surface of the positioning connecting rod and the top surface of the base template, and the positioning rod is provided with a plurality of positioning rods.
Further, the left outer template, the left inner template, the right outer template and the right inner template are all made of fast and easy molding.
Compared with the prior art, the utility model has the advantages of more convenient and quicker installation by using a fast and easy molding die, higher construction speed of cast-in-place concrete, lower cost in labor hour, standardization, programming and specialization, conforms to the construction requirement and well solves the main factor by converting the traditional rough splicing of the templates into a modern industrialized product. The quick and easy molding die used by the utility model is one seventh of the weight of the steel film, and the template is light, safe and reliable and is light to ship; the quick and easy molding die adopts uniform combined components, the construction, installation and disassembly are quick and convenient, and the construction efficiency is improved by more than 10 times compared with that of a steel film and a wood die with the same workload; the rapid and easy molding die has the advantages of wear resistance, good corrosion resistance, difficult deformation and damage, 300 turnover times, environmental protection and no pollution. The construction cost can be reduced, the construction progress is accelerated, the construction safety is guaranteed, and the method is environment-friendly and pollution-free. The construction effect is as follows: the device is level and smooth, has beautiful surface, is clean and tidy on site, and is particularly suitable for being used in narrow space. The quick and easy molding is convenient and quick to install, so that the construction progress of the cast-in-place structure is quick, the construction quality is good, the linearity is attractive, and the working hour consumption cost is lower; the construction safety is guaranteed, the comprehensive cost is low, and the beautiful line shape and the appearance are also beautiful scenery lines on the construction site.
Drawings
In order to illustrate the embodiments of the utility model more clearly, the drawings that are needed in the description of the embodiments will be briefly described below, it being apparent that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be derived from those drawings by a person skilled in the art without inventive effort.
FIG. 1 is a construction period diagram of a conventional construction method for a 50m electric power pipe trench;
FIG. 2 is a schematic diagram of the application state of the present invention;
wherein:
1. the template comprises a left side outer template, a 2 left side inner template, a 3 right side outer template, a 4 right side inner template, a 5 trench bottom surface, a 6 split bolt, a 7 positioning connecting rod, a 8 cable support, a 9 positioning rib, a 10 mortar hole, a 11 positioning bolt, a 12 slot hole, a 13 positioning rod, a 14 base template.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without inventive effort based on the embodiments of the present invention, are within the scope of the present invention.
The utility model provides a pour template convenient to narrow and small space electric power trench construction, as shown in figure 1, including left template group and right template group, left template group is used for pouring the left side wall of cable pit, and right template group is used for pouring the right side wall of cable pit, and the space between left template group and the right template group is the cable support space of laying the cable. The left side template group includes left side exterior sheathing 1 and left side interior sheathing 2, the left side wall of the cast-in-place cable pit in the space between left side exterior sheathing 1 and the left side interior sheathing 2, and right side template group includes right side exterior sheathing 3 and right side interior sheathing 4, and the space between right side exterior sheathing 3 and the right side interior sheathing 4 is used for pouring the right side wall of cable pit. The left outer template 1, the left inner template 2, the right outer template 3 and the right inner template 4 are all made of fast and easy plastic moulds.
The height of the left outer template 1 is higher than that of the left inner template 2, the left inner template 2 is as high as the right inner template 4, the left outer template 1 is as high as the right outer template 3, a U-shaped pouring space is constructed, and one-step pouring forming can be achieved. The bottom of left side exterior sheathing 1 and right side exterior sheathing 3 is placed on trench bottom surface 5 and is provided with split bolt 6 between the two, is provided with location connecting rod 7 between the top of left side exterior sheathing 1 and right side exterior sheathing 3, and the top of left side inner formword 2 and right side inner formword 4 is connected on location connecting rod 7. Realize the location through location connecting rod 7 and split bolt 6, when guaranteeing to pour the quality, also provide the support for left side inner formword 2 and right side inner formword 4.
The bottom of left side inner formword 2 and right side inner formword 4 is unsettled and links to each other through base template 14, and the outside of left side inner formword 2 and right side inner formword 4 is provided with the recess, sets up cable support 8 in the recess. When the cable trench is poured, the cable support 8 can be poured and installed at the same time. Positioning rods 13 are arranged between the lower end faces of the positioning connecting rods 7 and the top face of the base template 14, and a plurality of positioning rods 13 are arranged, so that the positioning reliability of the base template 14 is fully guaranteed.
Furthermore, positioning ribs 9 are arranged between the left outer template 1 and the left inner template 2 and between the right outer template 3 and the right inner template 4, so that the reliability of the base pouring quality is fully guaranteed. The base template 14 is provided with mortar holes 10, the pouring quality of a base layer can be judged by observing the mortar holes 10 during pouring, and slurry is fully filled below the base layer when the slurry is emitted from the mortar holes; when pouring to the upper layer, the mortar hole 10 is plugged. Alternatively, the mortar hole 10 may be poured by a reverse flow method.
Furthermore, the positioning connecting rod 7 is connected with the upper end face of each template through a positioning bolt 11, a long hole 12 is formed in the positioning connecting rod 7, and the positioning bolt 11 penetrates through the long hole 12 to be connected with each template. In use, the relative positions of the positioning bolt 11 and the long hole 12 can be adjusted, so that the width or the wall thickness of the cable trench can be changed.
Further, the present invention is not described in detail in all conventional technical means known to those skilled in the art.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims (7)

1. Template of pouring convenient to narrow and small space electric power trench construction, including left template group and right template group, left side template group is including left side exterior sheathing (1) and left side inner formword (2), and right side template group is including right side exterior sheathing (3) and right side inner formword (4), its characterized in that: the height that highly is higher than left side inner formword (2) of left side exterior sheathing (1), left side inner formword (2) is the same with the height of right side inner formword (4), left side exterior sheathing (1) is the same with the height of right side exterior sheathing (3), the bottom of left side exterior sheathing (1) and right side exterior sheathing (3) is placed on trench bottom surface (5) and is provided with between the two to draw bolt (6), be provided with between the top of left side exterior sheathing (1) and right side exterior sheathing (3) positioning connecting rod (7), the top of left side inner formword (2) and right side inner formword (4) is connected on positioning connecting rod (7), the bottom of left side inner formword (2) and right side inner formword (4) is unsettled and links to each other through base template (14), the outside of left side inner formword (2) and right side inner formword (4) is provided with the recess, be provided with cable support (8) in the recess.
2. The pouring formwork convenient for narrow space electric power pipe trench construction according to claim 1 is characterized in that: and positioning ribs (9) are arranged between the left outer template (1) and the left inner template (2) and between the right outer template (3) and the right inner template (4).
3. The pouring formwork convenient for narrow space electric power pipe trench construction according to claim 2 is characterized in that: and the base template (14) is provided with a mortar hole (10).
4. The pouring formwork convenient for narrow space electric power pipe trench construction according to any one of claims 1 to 3 is characterized in that: and the positioning connecting rod (7) is connected with the upper end surface of each template through a positioning bolt (11).
5. The pouring formwork convenient for narrow space electric power pipe trench construction according to claim 4 is characterized in that: and a long hole (12) is formed in the positioning connecting rod (7), and a positioning bolt (11) penetrates through the long hole (12) to be connected with each template.
6. The pouring formwork convenient for narrow space electric power duct construction according to any one of claims 1-3 and 5 is characterized in that: positioning rods (13) are arranged between the lower end faces of the positioning connecting rods (7) and the top faces of the base templates (14), and a plurality of positioning rods (13) are arranged.
7. The pouring formwork convenient for narrow space electric power pipe trench construction according to claim 6 is characterized in that: the left outer template (1), the left inner template (2), the right outer template (3) and the right inner template (4) are all made of fast and easy plastic moulds.
CN202121762901.6U 2021-07-30 2021-07-30 Pouring template convenient for construction of narrow space electric power pipe ditch Active CN215594113U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121762901.6U CN215594113U (en) 2021-07-30 2021-07-30 Pouring template convenient for construction of narrow space electric power pipe ditch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121762901.6U CN215594113U (en) 2021-07-30 2021-07-30 Pouring template convenient for construction of narrow space electric power pipe ditch

Publications (1)

Publication Number Publication Date
CN215594113U true CN215594113U (en) 2022-01-21

Family

ID=79879643

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121762901.6U Active CN215594113U (en) 2021-07-30 2021-07-30 Pouring template convenient for construction of narrow space electric power pipe ditch

Country Status (1)

Country Link
CN (1) CN215594113U (en)

Similar Documents

Publication Publication Date Title
US11143027B2 (en) Rectangular working well with preset pipe jacking hole and sliding back wall in water-rich stratum and construction method thereof
CN107313431B (en) Close on not contour foundation pit method for synchronously constructing
CN101906768B (en) Panel construction method of concrete faced rock-fill dam
CN1948633A (en) Tray type excarvating contrary construction method
CN106088148B (en) Pipe gallery template and its application
CN107059920B (en) Loess formation piping lane construction technology
CN104631512A (en) Post-cast strip beam and slab construction method adopting formwork hanging method
CN205100225U (en) Assembled stake - board - anchor - roof beam combination formula batholith supporting construction
CN101597888B (en) Construction method of municipal drainage culvert sinking trough
CN112064676A (en) Movable formwork structure and construction method thereof
CN102535495A (en) U-shaped groove base for prefabricated building and construction method thereof
CN203808113U (en) Concrete engineering expansion joint vertical water-stop structure
CN215594113U (en) Pouring template convenient for construction of narrow space electric power pipe ditch
CN204753783U (en) Prefabricated concrete rain sewage inspection shaft device
CN205296197U (en) Prefabricated cushion cap of anticorrosive industry factory building concrete rim of a cup formula
CN208039269U (en) A kind of three-layer pipe corridor section foundation pit supporting construction
CN207646753U (en) Single single cabin formula of pier support makes somebody a mere figurehead pipe gallery
CN105604063A (en) Grouting technology for offshore wind power jackets
CN206635786U (en) Prefabricated assembled transformer substation foundation structure
CN105951885B (en) A kind of assembled work well standard knot and its installation method in new construction
CN205421318U (en) Concrete assembled basis
CN209179019U (en) A kind of foundation pit enclosure structure
CN210031875U (en) Open caisson device for pushing
CN207194449U (en) A kind of anti-bank railing installation hole structure pre-embedded device of balcony
CN202247924U (en) Assembled steel structure open caisson in pipe jacking construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant