CN212612583U - Straight column large plate foundation - Google Patents

Straight column large plate foundation Download PDF

Info

Publication number
CN212612583U
CN212612583U CN202021193838.4U CN202021193838U CN212612583U CN 212612583 U CN212612583 U CN 212612583U CN 202021193838 U CN202021193838 U CN 202021193838U CN 212612583 U CN212612583 U CN 212612583U
Authority
CN
China
Prior art keywords
hole
modules
horizontal plate
foundation
tensioning
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.)
Expired - Fee Related
Application number
CN202021193838.4U
Other languages
Chinese (zh)
Inventor
牛凯
张亮
李凯
陈晨
樊庆玲
张清峰
闫向阳
裴浩威
唐亚可
郑月松
魏荣生
郭伟
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.)
State Grid Corp of China SGCC
Economic and Technological Research Institute of State Grid Henan Electric Power Co Ltd
Original Assignee
State Grid Corp of China SGCC
Economic and Technological Research Institute of State Grid Henan Electric Power Co 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 State Grid Corp of China SGCC, Economic and Technological Research Institute of State Grid Henan Electric Power Co Ltd filed Critical State Grid Corp of China SGCC
Priority to CN202021193838.4U priority Critical patent/CN212612583U/en
Application granted granted Critical
Publication of CN212612583U publication Critical patent/CN212612583U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a big board basis of straight post, including horizontal plate and stand, the horizontal plate is formed by a plurality of modules concatenation, set up the through-hole one of mutual correspondence on a plurality of modules, set up tensioning piece one in the through-hole two, tensioning piece both ends set up anchor assembly, set up rag bolt on the module one, the stand passes through rag bolt and sets up perpendicularly on the horizontal plate, the utility model provides a complicated, the long, the inaccurate problem in rag bolt location of installation procedure of traditional straight post big board.

Description

Straight column large plate foundation
Technical Field
The utility model belongs to the technical field of power transmission and transformation foundation engineering and specifically relates to a straight column big board basis is related to.
Background
The assembly of the traditional column large plate foundation requires a construction unit to perform a series of procedures such as steel bar binding, on-site pouring, vibrating and the like, the process is complex, and the required installation period is long; the manual positioning of the foundation bolt is easy to cause the phenomenon of inaccurate positioning, thereby causing installation errors.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at prior art not enough, provide a big board basis of straight post, solved complicated, the installation time of the big board mounting process of traditional straight post long, the inaccurate problem of rag bolt location.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a straight column big board basis, includes horizontal plate and stand, the horizontal plate is formed by the concatenation of a plurality of modules, set up the through-hole one of mutual correspondence on a plurality of modules, set up tensioning piece one in the through-hole two, tensioning piece both ends set up anchor assembly, set up rag bolt on the module one, the stand passes through rag bolt and sets up perpendicularly on the horizontal plate.
Further, the stand is formed by the concatenation of a plurality of two modules, two through-holes two that set up mutual correspondence of a plurality of modules, set up tensioning piece two in the through-hole two, rag bolt is connected to two one ends of tensioning piece, and the other end sets up anchor assembly.
Furthermore, mortise and tenon connection is carried out between the adjacent first modules, between the adjacent second modules and between the adjacent first modules and the adjacent second modules.
Furthermore, a cementing material is poured into the first through hole and the second through hole.
Furthermore, the horizontal plate is provided with a grouting hole and an exhaust hole which are communicated with the through hole II, and the grouting hole and the exhaust hole are vertical to the through hole II.
The utility model has the advantages that:
1. the horizontal plate can be conveyed to a construction site after being processed in a factory, on-site pouring and solidification are not needed, the installation is simple, the construction period is greatly shortened, and the construction efficiency is improved; the foundation bolts are arranged on the first module, the stand columns are arranged on the horizontal plate through the foundation bolts, and the foundation bolts are accurately positioned in advance, so that the installation workload and the installation error of the foundation bolts are reduced; a plurality of modules are fixed one by one through tensioning member after the concatenation is accomplished, and the horizontal plate wholeness is good, safe and reliable in the use.
2. The upright column is formed by splicing a plurality of modules II, and the whole upright column large plate foundation can be manufactured in a modularized manner in a factory, so that the construction period is further shortened; the tensioning piece II fixes the plurality of modules II on the horizontal plate, and the upright post and the horizontal plate form a whole body with good use stability.
3. The first adjacent modules, the second adjacent modules and the first adjacent modules and the second adjacent modules are in mortise and tenon connection, errors are not easy to generate during splicing, mutual correspondence between the first through holes and between the second through holes is guaranteed, and installation difficulty is reduced.
4. Cementing materials are poured into the first through hole and the second through hole, the first through hole and the second through hole are filled, the firmness degree of the whole straight column large plate foundation is increased, and the service life is prolonged.
5. The setting of slip casting hole and exhaust hole can prevent to produce the hole when gelled material pours into, guarantees bonding strength.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic view of the split structure of the present invention;
FIG. 3 is a schematic view of the structure of FIG. 1 taken along the line A-A;
the device comprises a horizontal plate 1, a vertical column 2, a module I3, a through hole I4, a tensioning member I5, a foundation bolt 6, a module II 7, a through hole II 8, a tensioning member II 9, a grouting hole 10, an exhaust hole 11 and a mechanical joint 12.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. It is to be understood that the embodiments described are only some embodiments of the invention, and 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 provides a big board basis of straight post, as shown in figure 1, including horizontal plate 1 and stand 2, in this embodiment, horizontal plate 1 is formed by 3 concatenations of 7 cement poured modules, the structure of seven modules 3 is as shown in figure 2, wherein install two rag bolts 6 on two modules 3 respectively, the bottom of rag bolt 6 is placed in unset module 3, the bottom mounting of the rag bolt 6 of back that solidifies is in module 3, in this embodiment, rag bolt 6 is L type rag bolt, rag bolt 6 fixes accurately in advance, high durability and convenient installation, the location is accurate. Six through-holes 4 are punched in each module 3, mortise and tenon connection is formed between the adjacent modules 3, the through-holes 4 in all the modules 3 correspond to each other, tensioning pieces 5 are inserted into the through-holes 4, the tensioning pieces 5 are steel strands, anchoring pieces (not shown in the drawing) are installed at two ends of each tensioning piece 5, the anchoring pieces are corrugated pipes, spiral ribs, anchor backing plates, anchors and clamping pieces, the tensioning pieces 5 are tensioned through tensioning machines, and the seven modules 3 are fixed together to form the horizontal plate 1. The stand 2 is formed by splicing a plurality of modules II 7, in the embodiment, the number of the modules II 7 is five, the structure of the five modules II 7 is shown in fig. 2, the modules I3 and the modules II 7 can be manufactured in a factory in advance, site pouring is not needed, the construction progress is increased, four through holes II 8 are punched on each module II 7, mortise and tenon connection is formed between every two adjacent modules II 7, the through holes II 8 on all the modules II 7 correspond to each other, the modules II 7 at the bottom ends are connected with the adjacent modules I3 in a mortise and tenon mode in the inserting through holes II 8 at the top ends of the foundation bolts 6, tensioning pieces II 9 are vertically inserted into the through holes II 8, the tensioning pieces II 9 are steel stranded wires, the bottom ends of the tensioning pieces II 9 are fixedly connected with the top ends of the foundation bolts 6 through mechanical joints 12, anchoring pieces (not marked in the drawing) are installed at the top ends of the tensioning pieces II 9, and the tensioning pieces II 9 are tensioned through tensioning machines.
Cementing materials, preferably concrete, are poured into the first through hole 4 and the second through hole 8, the first through hole 4 is a horizontal hole, and the cementing materials are poured into the first through hole 4 from a gap between the clamping piece and one end of the first through hole 4; the second through hole 8 is a vertical hole, as shown in fig. 3, a grouting hole 10 communicated with the second through hole 8 is punched on the second module 7 at the bottom end, an exhaust hole 11 communicated with the second through hole 8 is punched on the second module 7 at the top end, the grouting hole 10 and the exhaust hole 11 are both perpendicular to the second through hole 8, a cementing material is injected along the grouting hole 10, the cementing material tightly fills the second through hole 8 below the exhaust hole 11, the cementing material is injected along a gap between the clamping piece and the top end of the second through hole 8, the rest part of the second through hole 8 is tightly filled, and finally the grouting hole 10 is sealed. The whole field installation only needs 1-2 hours, and the construction progress is greatly improved.
Finally, the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and other modifications or equivalent replacements made by the technical solutions of the present invention by those of ordinary skill in the art should be covered within the scope of the claims of the present invention as long as they do not depart from the spirit and scope of the technical solutions of the present invention.

Claims (5)

1. The utility model provides a straight column big board basis, its characterized in that, includes horizontal plate (1) and stand (2), horizontal plate (1) is formed by a plurality of modules (3) concatenation, set up through-hole (4) that correspond each other on a plurality of modules (3), set up tensioning piece (5) in through-hole (4), tensioning piece (5) both ends set up anchor assembly, set up rag bolt (6) on module (3), stand (2) set up perpendicularly on horizontal plate (1) through rag bolt (6).
2. The column and large plate foundation as claimed in claim 1, wherein the column (2) is formed by splicing a plurality of second modules (7), the plurality of second modules (7) are provided with second through holes (8) corresponding to each other, a second tensioning member (9) is arranged in the second through hole (8), one end of the second tensioning member (9) is connected with the foundation bolt (6), and the other end of the second tensioning member is provided with an anchoring member.
3. The mast bedplate foundation of claim 2, wherein adjacent modules one (3), adjacent modules two (7), and adjacent modules one (3) and two (7) are all in mortise and tenon connection.
4. The mast large plate foundation according to claim 2, characterized in that the first through hole (4) and the second through hole (8) are filled with a cementing material.
5. The column and large plate foundation of claim 2, wherein the second module (7) is provided with a grouting hole (10) and an exhaust hole (11) which are communicated with the second through hole (8), and the grouting hole (10) and the exhaust hole (11) are perpendicular to the second through hole (8).
CN202021193838.4U 2020-06-24 2020-06-24 Straight column large plate foundation Expired - Fee Related CN212612583U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021193838.4U CN212612583U (en) 2020-06-24 2020-06-24 Straight column large plate foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021193838.4U CN212612583U (en) 2020-06-24 2020-06-24 Straight column large plate foundation

Publications (1)

Publication Number Publication Date
CN212612583U true CN212612583U (en) 2021-02-26

Family

ID=74743340

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021193838.4U Expired - Fee Related CN212612583U (en) 2020-06-24 2020-06-24 Straight column large plate foundation

Country Status (1)

Country Link
CN (1) CN212612583U (en)

Similar Documents

Publication Publication Date Title
CN108978938B (en) Prefabricated reinforced concrete shear wall and construction method
JP2005097946A (en) Construction method of bridge pier
CN215977351U (en) Reinforced framework foundation structure and supporting mechanism
CN212612583U (en) Straight column large plate foundation
CN113482007B (en) Waist beam supporting structure and construction method thereof
CN212295166U (en) Assembly type wall body connecting structure based on ribbed box
CN110424534B (en) Prefabricated assembled type reinforced-free concrete frame and construction method thereof
CN110616802A (en) Prefabricated steel sleeve connecting node of assembled concrete frame
CN214116312U (en) Socket type longitudinal connecting device suitable for bridge is assembled to festival segmentation cantilever
CN212772308U (en) Device for preventing upright pile from clamping lattice column by guide pipe in pouring process
CN212656227U (en) Static pressure steel pipe pile foundation with assembled positioning chuck
CN213114270U (en) Bridge supporting structure
CN111236464A (en) Shock insulation construction process based on LRBLNR type support
CN221072702U (en) Spliced precast reinforced concrete foundation
CN213539684U (en) Pouring template for building construction
CN212405222U (en) Semi-fabricated step foundation structure
CN219081054U (en) High-efficient accurate rag bolt location structure
CN117166520B (en) Wind power foundation pile clamping pouring formwork integrated structure and wind power foundation construction method
CN218324287U (en) Assembled enclosure structure
CN216042047U (en) Exempt from to tear open formula steel bar truss building carrier plate
CN221778747U (en) Adjustable insulation board, template and structural reinforcement three-in-one installation component
CN213773829U (en) A connection structure for assembly type concrete building uses
CN217998075U (en) Assembled underground structure
CN217439305U (en) Prefabricated building carrier plate of built-in steel bar truss of assembled
CN210976627U (en) Template structure for concrete pouring

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20210226