Correcting device for perpendicularity and angle of latticed column

By designing the verticality and angle correction device of the lattice columns, and using the combined structure of the fixed frame and the guide column, the problems of cross-sectional deformation and high construction cost caused by the installation angle deviation of the lattice columns are solved, and the stability of the lattice columns is achieved. Improvement of installation and construction efficiency.

CN222391035UActive Publication Date: 2025-01-24XIAMEN BRANCH OF CCCC THIRD HARBOR ENG
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Patent Information

Application Number
CN202420748743.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-11
Publication Date
2025-01-24
Estimated Expiration
2034-04-11

AI Technical Summary

Technical Problem

In the subway construction of super-large deep foundation pits, the deviation of the installation angle of the lattice columns leads to cross-section deformation, difficulty in perforating steel bars, increasing project volume and construction time, and causing waste of raw materials and increasing construction costs.

Method used

A device for correcting the verticality and angle of lattice columns is designed, including a fixed frame, a guide column and a long connecting screw. The fixed frame positions and corrects the lattice columns through transverse and longitudinal correction screws. The guide columns compensate for the difference between the top elevation and the ground elevation through the inner and outer guide column structures to ensure that the verticality and angle of the lattice columns are stable during installation.

Benefits of technology

Through the verticality and angle of the aggregate column in real time, the amount of engineering has been reduced, the construction time is shortened, the construction cost is reduced, and the grid column offset and material waste are avoided.

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Abstract

The utility model discloses a perpendicularity and angle correcting device for a latticed column. The perpendicularity and angle correcting device comprises a fixing frame, a guide column and two pairs of long connecting screw rods. The fixing frame is horizontally placed on a well mouth of a pile well and comprises two longitudinal beams, two cross beams and two pairs of transverse and longitudinal correction screws. The two cross beams are bridged between the middle parts of the two longitudinal beams to form a rectangular frame; and the two pairs of transverse and longitudinal correction screw rods are vertically mounted in the middles of the two longitudinal and transverse beams in a one-to-one correspondence manner. The guide post comprises an outer guide post, an inner guide post and two pairs of short connecting screw rods connected between the outer guide post and the inner guide post; when the latticed column is lifted into a pile well from the rectangular frame of the fixing frame, the two pairs of transverse and longitudinal correction screws abut against the top of the latticed column so as to correct and fix the latticed column, then the guide column is placed on the top of the latticed column, and then the two pairs of long connecting screws are connected between the top of the inner guide column and the top of the latticed column. According to the utility model, the perpendicularity of the latticed column during installation can be corrected in real time, the angle of the latticed column can be corrected, and the construction time is shortened.
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Description

Technical Field

[0001] The utility model relates to an auxiliary device for the construction of building components, in particular to a device for correcting the verticality and angle of a lattice column. Background Art

[0002] In the current subway construction of super-large deep foundation pits, lattice columns are often used as longitudinal beams to support transverse beams and ensure the safety and stability of transverse beams. Generally, the cross section of a lattice column is square. When the installation angle deviation of the lattice column is too large, its cross section will be a parallelogram, making it difficult for the steel bars to pass through the lattice column normally. The lattice column needs to be cut until it matches the steel bars, which greatly reduces the bearing capacity of the lattice column, not only increasing the amount of work, but also prolonging the construction time.

[0003] In some construction sites, due to the limited excavation area and depth, the elevation of the lattice column is quite different from the elevation of the ground surface. After installation, the excess part needs to be cut off, which will cause waste of raw materials and increase construction costs. Therefore, when constructing the column, measures must be taken to control the verticality of the lattice column. Utility Model Content

[0004] The purpose of the utility model is to overcome the defects of the prior art and provide a device for correcting the verticality and angle of a lattice column, which can correct the verticality and angle of the lattice column in real time during installation, and can also reduce the amount of work, shorten the construction time and reduce the construction cost.

[0005] A technical solution to achieve the purpose of the utility model is: a device for correcting the verticality and angle of a lattice column, comprising a fixing frame, a guide column and two pairs of long connecting screws;

[0006] The fixing frame includes two longitudinal beams, two transverse beams, two pairs of transverse correction screws and two pairs of longitudinal correction screws; wherein,

[0007] Two cross beams are connected across the middle of the two longitudinal beams, so that a rectangular frame for fixing the lattice columns is formed between the two cross beams and the middle of the two longitudinal beams;

[0008] Two pairs of transverse correction screws are symmetrically and vertically installed in the middle of the two longitudinal beams, and the ends of the two pairs of transverse correction screws are facing the inside of the rectangular frame;

[0009] Two pairs of longitudinal correction screws are symmetrically and vertically installed on the two beams, and the ends of the two pairs of longitudinal correction screws are both facing the inside of the rectangular frame;

[0010] The fixing frame is placed horizontally on the wellhead of the pile well so that the center of the rectangular frame is concentric with the center of the pile well;

[0011] The guide column comprises an outer guide column, an inner guide column and two pairs of short connecting screws; wherein,

[0012] The cross-sectional shape and size of the outer guide column are the same as those of the cross-sectional shape and size of the lattice column in a one-to-one correspondence. The outer guide column comprises four external angle steels and four sets of external gusset plates connected between the four external angle steels. Two nuts are fixed at intervals in the middle of the outer surfaces of two opposite external gusset plates located on the top of the four external angle steels.

[0013] The cross-sectional shape of the inner guide column is adapted to the cross-sectional shape of the outer guide column, and the cross-sectional size of the inner guide column is smaller than that of the outer guide column. The inner guide column includes four internal angle steels and four groups of internal gusset plates connected between the four internal angle steels. The outer surfaces of the two opposite internal gusset plates located at the top of the four internal angle steels correspond one to one with the outer surfaces of the two external gusset plates of the corresponding outer guide column and are in the same vertical plane. Two inner nuts that are coaxial with the two nuts on the two external gusset plates at the top of the outer guide column are fixed on the outer surfaces of the two top internal gusset plates, and an outer nut is symmetrically fixed on both sides of the two inner nuts; a supporting channel steel is fixed to the middle of each of the other two opposite internal gusset plates located at the top;

[0014] After the inner guide post is slidably inserted into the inner cavity of the outer guide post, two pairs of short connecting screws are connected one by one between two inner nuts on the inner plates at the two tops of the inner guide post and two nuts on the outer plates at the two tops of the outer guide post;

[0015] Two lower nuts coaxial with the two outer nuts on the inner gussets on the two tops of the inner guide columns are fixed on the outer surfaces of the two opposite gussets on the top of the lattice column;

[0016] When the lattice column is hoisted into the pile well from the rectangular frame of the fixed frame, the top of the lattice column is supported by two pairs of transverse correction screws and two pairs of longitudinal correction screws on the rectangular frame, and then the guide column is coaxially placed on the top of the lattice column, and then the two pairs of long connecting screws are connected one by one between the two outer nuts on the two top inner plates of the inner guide column and the two lower nuts on the two top plates of the lattice column, finally, the two pairs of transverse correction screws and two pairs of longitudinal correction screws on the rectangular frame are loosened, and the guide column and the lattice column are lowered together until the lattice column is lowered to the designed elevation, and at the same time, the two supporting channel steels on the inner guide column are placed one by one on the two longitudinal beams of the fixed frame.

[0017] The above-mentioned device for correcting the verticality and angle of the lattice column, wherein the longitudinal beam includes two long channel steels arranged back to back and up and down and a plurality of connecting plates connected at intervals between the two side surfaces of the two long channel steels; the cross beam includes two short channel steels arranged back to back and up and down and a plurality of connecting plates connected at intervals between the two side surfaces of the two short channel steels.

[0018] In the above-mentioned device for correcting the verticality and angle of the lattice column, the fixing frame further comprises two transverse tension rods connected between the two ends of the two longitudinal beams in a one-to-one correspondence.

[0019] The above-mentioned device for correcting the verticality and angle of the lattice column, wherein two external plate threaded holes are respectively opened on the surface of the two external plates of the outer guide column, each of which is fixed with two nuts, and an angle steel threaded hole is also opened on the surface of the external angle steel below each plate threaded hole, and an inner guide column correction bolt is installed in each plate threaded hole and each angle steel threaded hole.

[0020] The verticality and angle correction device of the lattice column of the utility model has the following characteristics:

[0021] 1) Use a fixing frame with a rectangular frame in the middle, and correct the installation angle of the lattice column by the installation direction of the fixing frame on the ground;

[0022] 2) The lattice column is positioned by two pairs of transverse correction screws and two pairs of longitudinal correction screws on the fixing frame to ensure the verticality of the lattice column during installation. At the same time, the fixing frame also serves as the foundation for the guide column;

[0023] 3) A guide column composed of inner and outer guide columns having the same structure as the lattice column is used to compensate for the lattice column whose top elevation is lower than the ground elevation, so that the lattice column can be extended out of the ground through the guide column and placed on a fixed frame, which is convenient for controlling the stability of the lattice column during installation and can avoid the lattice column from being offset when pouring concrete.

[0024] 4) The use of the correction device of the utility model can reduce the amount of work, shorten the construction time and reduce the construction cost. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] Figure 1 It is an elevation view of the verticality and angle correction device of the lattice column of the utility model;

[0026] Figure 2 It is a plan view of a fixing frame of the correction device of the utility model;

[0027] Figure 3 It is an elevation view of the guide column of the correction device of the utility model;

[0028] Figure 4 It is a vertical view of an outer guide post in the guide post of the correction device of the utility model;

[0029] Figure 5 It is a vertical view of the inner guide post in the guide post of the correction device of the utility model.

[0030] Figure 6It is a plane view of a state when the correction device of the utility model is connected to the lattice column;

[0031] Figure 7 It is an elevation view of the correction device of the utility model when it is connected to the lattice column. DETAILED DESCRIPTION

[0032] The utility model will be further described below in conjunction with the accompanying drawings.

[0033] See also Figures 1 to 7 The verticality and angle correction device of the lattice column of the utility model comprises a fixing frame 1, a guide column and two pairs of long connecting screws 5.

[0034] The fixing frame 1 comprises two longitudinal beams 11, two transverse beams 12, two transverse tie rods 13, two pairs of transverse correction screws 14 and two pairs of longitudinal correction screws 15; wherein,

[0035] Each longitudinal beam 11 includes two long channel steels arranged back to back and up and down and a plurality of connecting plates 110 connected between the two side surfaces of the two long channel steels at intervals; there is a gap between the back surfaces of the two long channel steels;

[0036] The cross beam 12 includes two short channel steels arranged back to back and up and down and a plurality of connecting plates connected between the two side surfaces of the two short channel steels at intervals; there is a gap between the back surfaces of the two short channel steels; the two cross beams 12 are connected across the middle portions of the two longitudinal beams 11, so that a rectangular frame for fixing the lattice column 6 is formed between the two cross beams 12 and the middle portions of the two longitudinal beams 11;

[0037] Two transverse tie rods 13 are connected between the two ends of the two longitudinal beams 11 in a one-to-one correspondence; the transverse tie rods 13 are made of precision-rolled threaded steel bars, and pass through the gap between the back sides of the two long channel steel bars of the longitudinal beam 11, and then are tightened at both ends of the precision-rolled threaded steel bars with washers 131 and nuts 132;

[0038] Two pairs of transverse correction screws 14 are symmetrically and vertically installed in the middle of the two longitudinal beams 11, that is, the ends of each pair of transverse correction screws 14 are facing the rectangular frame; each transverse correction screw 14 passes through the gap between the back sides of the two long channel steels of the longitudinal beam 11, and is then tightened with two nuts 16;

[0039] Two pairs of longitudinal correction screws 15 are symmetrically installed vertically on the two beams 12, and the ends of the two pairs of longitudinal correction screws 15 are facing the rectangular frame; each longitudinal correction screw 15 passes through the gap between the back sides of the two short channel steels of the beam 12, and is then tightened with two nuts 16 (see Figure 2 );

[0040] The fixing frame 1 is placed horizontally on the wellhead of the pile well 10, so that the center of the rectangular frame is concentric with the center of the pile well 10; the horizontality of the fixing frame 1 is adjusted by placing a sleeper 100 at the wellhead;

[0041] The guide column includes an outer guide column 2, an inner guide column 3 and two pairs of short connecting screws 4 (see Figure 3 );in,

[0042] The cross-sectional shape and size of the outer guide column 2 are the same as those of the cross-sectional shape and size of the lattice column 6. The outer guide column 2 includes four outer angle steels 21 and four sets of outer gusset plates 22 connected between the four outer angle steels 21. Two nuts 23 are fixed at intervals in the middle of the outer surfaces of two opposite outer gusset plates 22 located at the top of the four outer angle steels 21 (see FIG. Figure 4 );

[0043] The cross-sectional shape of the inner guide post 3 is adapted to the cross-sectional shape of the outer guide post 2. The cross-sectional dimension of the inner guide post 3 is smaller than that of the outer guide post 2. The side length of the cross-sectional dimension of the inner guide post 3 is preferably 30 to 40 mm smaller than that of the cross-sectional dimension of the outer guide post 2, so that the inner guide post 3 can be slidably arranged in the inner cavity of the outer guide post 2. The inner guide post 3 includes four internal angle steels 31 and four groups of internal gusset plates 32 connected between the four internal angle steels 31. The outer surfaces of the two opposite internal gusset plates 32 located at the top of the four internal angle steels 31 correspond to the outer surfaces of the opposite internal gusset plates 32 one by one. The outer surfaces of the two outer gusset plates 22 of the corresponding outer guide column 2 are in the same vertical plane, and two inner nuts 33 coaxial with the two nuts 23 on the two outer gusset plates on the top of the outer guide column 2 are fixed on the outer surfaces of the two top inner gusset plates 32, and an outer nut 34 is symmetrically fixed on both sides of the two inner nuts 33; a supporting channel steel 35 is fixed to the middle of each of the other two opposite inner gusset plates 32 at the top, and a lifting hole 36 is opened in the middle of the top of each of the four inner gusset plates 32 at the top (see Figure 5 );

[0044] After the inner guide post 3 is inserted into the inner cavity of the outer guide post 2, two pairs of short connecting screws 4 are connected one by one between the two inner nuts 33 on the two inner gusset plates 32 at the top of the inner guide post 3 and the two nuts 23 on the two outer gusset plates 22 at the top of the outer guide post 2;

[0045] In a preferred embodiment, two plate threaded holes are respectively provided on the surfaces of two external gussets 22 located at the top of four external angle steels 21 and fixed with two nuts 23, and an angle steel threaded hole is also provided on the surface of the external angle steel 21 below each plate threaded hole, and an inner guide post correction bolt 24 is installed in each plate threaded hole and each angle steel threaded hole. After the inner guide post 3 is inserted into the inner cavity of the outer guide post 2, the coaxiality of the inner guide post 3 and the outer guide post 2 is corrected by eight inner guide post correction bolts 24.

[0046] Two lower nuts 61 coaxial with the two outer nuts 34 on the inner gussets 32 on the two tops of the inner guide pillars 3 are fixed on the outer surfaces of the two opposite gussets 60 on the top of the lattice column 6;

[0047] When the lattice column 6 is hoisted from the rectangular frame of the fixing frame 1 into the pile well 10, the two pairs of transverse correction screws 14 and the two pairs of longitudinal correction screws 15 on the rectangular frame are pressed against the outer surfaces of the four fixing plates 60 on the top of the lattice column 6 to fix the lattice column 6 (see Figure 6 ), and then place the guide column coaxially on the top surface of the lattice column 6, that is, place the outer guide column 2 on the top surface of the lattice column 6, and then connect the two pairs of long connecting screws 5 one by one between the two outer nuts 34 on the two top inner gussets of the inner guide column 3 and the two lower nuts 61 on the two top gussets 60 of the lattice column 6 (see Figure 1 ), finally loosen the two pairs of transverse correction screws 14 and the two pairs of longitudinal correction screws 15 on the fixing frame 1, and lower the guide column and the lattice column 6 together until the lattice column 6 is lowered to the designed elevation. At the same time, the two supporting channel steels 35 on the inner guide column 3 are placed one by one on the two longitudinal beams 11 of the fixing frame 1 (see Figure 7 ), and then two pairs of transverse correction screws 14 and two pairs of longitudinal correction screws 15 are pushed against the top of the inner guide column 3 to correct the lattice column 6 through the guide column.

[0048] When using the device for correcting the verticality and angle of a lattice column of the utility model, the ground elevation is first measured: according to the ground elevation, the length L between the top of the inner guide column 3 of the guide column and the top of the lattice column 6 is calculated, and the length of the short connecting screw 4 and the length of the long connecting screw 5 are selected in advance according to the length L, and then the inner guide column 3 is inserted into the outer guide column 2 to assemble into a guide column, and the lengths of the two pairs of short connecting screws 4 and the lengths of the two pairs of long connecting screws 5 are adjusted according to the calculated length L.

[0049] The above embodiments are only used to illustrate the present invention, rather than to limit the present invention. Technicians in the relevant technical field can make various changes or modifications without departing from the spirit and scope of the present invention. Therefore, all equivalent technical solutions should also belong to the scope of the present invention and should be defined by the claims.

Claims

1. A device for correcting the verticality and angle of a lattice column, comprising a fixing frame, a guide column and two pairs of long connecting screws; characterized in that: The fixing frame includes two longitudinal beams, two transverse beams, two pairs of transverse correction screws and two pairs of longitudinal correction screws; wherein, Two cross beams are connected across the middle of the two longitudinal beams, so that a rectangular frame for fixing the lattice columns is formed between the two cross beams and the middle of the two longitudinal beams; Two pairs of transverse correction screws are symmetrically and vertically installed in the middle of the two longitudinal beams, and the ends of the two pairs of transverse correction screws are facing the inside of the rectangular frame; Two pairs of longitudinal correction screws are symmetrically and vertically installed on the two beams, and the ends of the two pairs of longitudinal correction screws are both facing the inside of the rectangular frame; The fixing frame is placed horizontally on the wellhead of the pile well so that the center of the rectangular frame is concentric with the center of the pile well; The guide column comprises an outer guide column, an inner guide column and two pairs of short connecting screws; wherein, The cross-sectional shape and size of the outer guide column are the same as those of the cross-sectional shape and size of the lattice column in a one-to-one correspondence. The outer guide column comprises four external angle steels and four sets of external gusset plates connected between the four external angle steels. Two nuts are fixed at intervals in the middle of the outer surfaces of two opposite external gusset plates located on the top of the four external angle steels. The cross-sectional shape of the inner guide column is adapted to the cross-sectional shape of the outer guide column, and the cross-sectional size of the inner guide column is smaller than that of the outer guide column. The inner guide column includes four internal angle steels and four groups of internal gusset plates connected between the four internal angle steels. The outer surfaces of the two opposite internal gusset plates located at the top of the four internal angle steels correspond one to one with the outer surfaces of the two external gusset plates of the corresponding outer guide column and are in the same vertical plane. Two inner nuts that are coaxial with the two nuts on the two external gusset plates at the top of the outer guide column are fixed on the outer surfaces of the two top internal gusset plates, and an outer nut is symmetrically fixed on both sides of the two inner nuts; a supporting channel steel is fixed to the middle of each of the other two opposite internal gusset plates located at the top; After the inner guide post is slidably inserted into the inner cavity of the outer guide post, two pairs of short connecting screws are connected one by one between two inner nuts on the inner plates at the two tops of the inner guide post and two nuts on the outer plates at the two tops of the outer guide post; Two lower nuts coaxial with the two outer nuts on the inner gussets on the two tops of the inner guide columns are fixed on the outer surfaces of the two opposite gussets on the top of the lattice column; When the lattice column is hoisted into the pile well from the rectangular frame of the fixed frame, the top of the lattice column is supported by two pairs of transverse correction screws and two pairs of longitudinal correction screws on the rectangular frame, and then the guide column is coaxially placed on the top of the lattice column, and then the two pairs of long connecting screws are connected one by one between the two outer nuts on the two top inner plates of the inner guide column and the two lower nuts on the two top plates of the lattice column, finally, the two pairs of transverse correction screws and two pairs of longitudinal correction screws on the rectangular frame are loosened, and the guide column and the lattice column are lowered together until the lattice column is lowered to the designed elevation, and at the same time, the two supporting channel steels on the inner guide column are placed one by one on the two longitudinal beams of the fixed frame.

2. The device for correcting the verticality and angle of a lattice column according to claim 1, characterized in that: The longitudinal beam includes two long channel steels arranged back to back and up and down and a plurality of connecting plates connected between the two side surfaces of the two long channel steels at intervals; the cross beam includes two short channel steels arranged back to back and up and down and a plurality of connecting plates connected between the two side surfaces of the two short channel steels at intervals.

3. The device for correcting the verticality and angle of a lattice column according to claim 1, characterized in that: The fixing frame also includes two transverse tension rods which are connected between the two ends of the two longitudinal beams in a one-to-one correspondence.

4. The device for correcting the verticality and angle of a lattice column according to claim 1, characterized in that: Two threaded holes are respectively provided on the surface of the two external plates of the outer guide column, each of which is fixed with two nuts, and an angle steel threaded hole is also provided on the surface of the external angle steel below each threaded hole of the threaded hole of the threaded plate, and an inner guide column correction bolt is installed in each threaded hole of the threaded plate and each threaded hole of the angle steel.