CN219240563U - Lattice column and structural column integrated structure - Google Patents

Abstract

The utility model discloses a lattice column and structural column integrated structure, which comprises a structural column body, wherein a lower lattice column is arranged in the structural column body in a penetrating manner, the lower lattice column comprises lower lacing plates, lower supporting brackets are fixedly arranged between the lower lacing plates, lower connecting brackets are fixedly arranged on opposite surfaces of the lower lacing plates, an upper lattice column is movably arranged at the top of the lower lattice column, the upper lattice column comprises upper lacing plates, upper supporting brackets are welded between the upper lacing plates, and upper connecting brackets are fixedly arranged on opposite surfaces of the upper lacing plates. According to the utility model, the lower lattice column is arranged in the structural column body in a penetrating manner, so that when the condition that the lattice column and the structural column are at the same position in the engineering occurs, and the temporary structure is not dismantled after the basement structure is completed in the construction period, the members of the lattice column are wrapped in the structural column, and the construction of the structural engineering and the dismantling of the lattice column are not influenced.

Description

Lattice column and structural column integrated structure

Technical Field

The utility model relates to the technical field of temporary underground enclosure engineering, in particular to a lattice column and structural column integrated structure.

Background

The engineering foundation pit is excavated, a temporary structure for supporting the foundation pit is needed, an underground continuous wall is often adopted for supporting the foundation pit, a concrete inner support is adopted in the middle of supporting the foundation pit, and the inner support is supported by a plurality of lattice columns, but the condition that the temporary structure of the lattice columns and the structural columns, namely engineering permanent columns, are positioned at the same position occurs in the engineering, the construction period of the engineering is quite tight, the temporary structure is not allowed to be dismantled after the basement structure is completed, and therefore the integrated structure of the lattice columns and the structural columns is provided.

Through retrieval, the patent publication number CN205712125U discloses a foundation pit supporting and basement side wall outer mold integrated structure, which belongs to the field of temporary underground enclosure engineering and comprises a triaxial cement-soil mixing pile, a component unit, a fixing piece and a horizontal supporting structure, wherein the component unit is inserted into the triaxial cement-soil mixing pile to form a foundation pit vertical supporting structure and basement side wall outer mold combined unit, and the foundation pit vertical supporting structure, the basement side wall outer mold combined unit and the horizontal supporting structure form a foundation pit supporting and basement side wall outer mold integrated structure; the member unit comprises two inserted section steel, a template and a tool piece, the fixing piece comprises a hanging rib, a positioning steel beam and a support, the horizontal supporting structure comprises a crown beam, a steel support and a steel enclosing purlin, and when the basement open excavation method is used for construction, the safety of a foundation pit is ensured, the excavation space is reduced, and the integrated construction is realized; and the structure can be recycled. However, the comparison document does not allow the basement structure to be removed after completion, which affects the construction of the structural engineering and the removal of the lattice column, and the structural column must be constructed in consideration of design and construction together with the beam, because of the obstruction of the lattice column and the batten plate, the longitudinal ribs of the beam part cannot be anchored into or penetrate through the support of the column.

Disclosure of Invention

The utility model aims to provide a lattice column and structural column integrated structure for solving the problems in the background technology.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a lattice post and structure post integrated structure, includes the structure post body, the inside of structure post body runs through and installs lower lattice post, lower lattice post includes the lower lacing plate, all fixed mounting down between the lacing plate lifts the bracket, the opposite face of lacing plate all fixed mounting down connects the bracket, the top movable mounting of lower lattice post has last lattice post, go up the lattice post and include the lacing plate, all weld between the lacing plate and go up the supporting bracket, the opposite face of lacing plate all fixed mounting has last connection bracket, the bottom fixed mounting of lower lattice post has the crossbeam, the both ends of crossbeam all fixed mounting has the curb plate, the bottom fixed mounting of crossbeam has the longeron.

Preferably, flat stirrups are arranged in the structural column body at equal intervals, reinforcing ribs are fixedly arranged on two sides of the interior of each flat stirrup, and connecting plates are fixedly arranged at the bottoms of the reinforcing ribs.

Preferably, the bottom of the lower lacing plate is fixedly provided with a bottom plate, and both sides of the bottom plate are provided with anchor bolts in a penetrating way.

Preferably, the screw rod is installed in the upper connecting bracket in a penetrating way, and nuts are arranged at two ends of the screw rod in a threaded mode.

Preferably, the inside equidistance of curb plate is provided with the arrangement of reinforcement.

Preferably, the inside fixed mounting of crossbeam and longeron has the reinforcement subassembly, and the reinforcement subassembly includes the beam bottom muscle, and the fixed Liang Mianjin that is provided with in top of beam bottom muscle, liang Mianjin's inside runs through and is provided with the roof beam and indulges the muscle.

Compared with the prior art, the utility model has the beneficial effects that:

(1) Through the lower lattice column penetrating and installed in the structural column body, when the condition that the lattice column and the structural column are at the same position occurs in the engineering, and the temporary structure is not dismantled after the basement structure is completed in the construction period, the members of the lattice column are wrapped in the structural column, so that the construction of the structural engineering is not influenced, and the dismantling of the lattice column is not influenced;

(2) Through fixedly mounting the crossbeam in the bottom of lower lattice post, when constructing the structural column, must consider design and construction together with the structure roof beam, because there is the hindrance of lower lattice post and lower batten board, can lead to beam portion to indulge the muscle and can ' T anchor or link up the support of post, the beam support cloth muscle that is influenced is according to T type Liang Xingshi, then put the Liang Mianjin that the benefit was cut off at the roof beam side both sides, adopt the beam to indulge the muscle and enclose, beam indulge muscle diameter interval and beam bottom muscle, so neither influence the building function, the beam support cloth muscle that is influenced just whole parcel in the board, then beam portion indulges the muscle and can ' T anchor or link up the support, node Liang Mianjin can general then be passed through, the beam support cloth muscle that can ' T be passed is cut off in lattice post department downwarping 15d, the beam support cloth muscle that is influenced stretches over column limit length and rectangular beam internal face muscle according to T type Liang Xingshi, beam bottom muscle can stretch into according to the standard length, the inhibitor is upwards 15d and with lower lattice post limit welding, node obstructs the position has the lower batten board to hinder the beam to have the girder to hang down, the girder to stretch down the girder muscle, the girder is cut off the portion to be guaranteed to hang down.

Drawings

FIG. 1 is a schematic diagram of the structure of the present utility model;

FIG. 2 is a top view of the present utility model;

FIG. 3 is a schematic view of a beam part structure of the present utility model;

FIG. 4 is a schematic view of a partial structure of a lower lattice column according to the present utility model;

FIG. 5 is a schematic view of a partial structure of a column body according to the present utility model;

fig. 6 is a schematic view of a partial structure of the reinforcing component of the present utility model.

In the figure: 1. a lattice column is arranged on the upper surface of the upper frame; 101. the upper part is connected with a bracket; 102. a screw; 103. the upper support lifts the bracket; 104. a lacing plate is arranged on the upper part; 105. a nut; 2. a lower lattice column; 201. the lower support lifts the bracket; 202. the lower part is connected with a bracket; 203. a bottom plate; 204. a lower lacing plate; 205. an anchor bolt; 3. a structural column body; 301. flat stirrups; 302. a connecting plate; 303. reinforcing ribs; 4. a side plate; 401. reinforcing bars; 5. a cross beam; 6. a longitudinal beam; 7. a reinforcement assembly; 701. beam longitudinal ribs; 702. beam bottom ribs; 703. liang Mianjin.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

As shown in fig. 1-6, the utility model provides a lattice column and structural column integrated structure, which comprises a structural column body 3, wherein flat stirrups 301 are equidistantly arranged in the structural column body 3, reinforcing ribs 303 are fixedly arranged on two sides in the flat stirrups 301, and a connecting plate 302 is fixedly arranged at the bottom of each reinforcing rib 303;

specifically, as shown in fig. 1, 2 and 5, when in use, the connection plate 302 is fixedly installed at the bottom of the reinforcing rib 303, so that the structural firmness of the structural column body 3 can be improved by using the flat stirrups 301 and the reinforcing rib 303, and then the structural column body 3 is pre-buried by using the connection plate 302 and the reinforcing rib 303;

the lower lattice column 2 is arranged in the structural column body 3 in a penetrating manner, the lower lattice column 2 comprises a lower lacing plate 204, a bottom plate 203 is fixedly arranged at the bottom of the lower lacing plate 204, anchor bolts 205 are arranged in the penetrating manner on two sides of the inside of the bottom plate 203, lower supporting bracket 201 is fixedly arranged between the lower lacing plates 204, and lower connecting bracket 202 is fixedly arranged on the opposite surfaces of the lower lacing plate 204;

specifically, as shown in fig. 1, 3 and 4, when in use, through the fact that the lower lattice column 2 is installed in the structural column body 3 in a penetrating manner, when the condition that the lattice column and the structural column are at the same position occurs in the engineering, the construction period does not allow the temporary structure to be dismantled after the basement structure is completed, the members of the lattice column are wrapped in the structural column, so that the construction of the structural engineering is not influenced, and the dismantling of the lattice column is not influenced;

the top of the lower lattice column 2 is movably provided with an upper lattice column 1, the inside of an upper connecting bracket 101 is provided with a screw 102 in a penetrating way, two ends of the screw 102 are provided with nuts 105 in a threaded way, the upper lattice column 1 comprises upper lacing plates 104, upper supporting bracket lifting 103 is welded between the upper lacing plates 104, and the opposite surfaces of the upper lacing plates 104 are fixedly provided with upper connecting brackets 101;

specifically, as shown in fig. 1 and fig. 4, when in use, the upper lattice column 1 is movably mounted on the top of the lower lattice column 2, so that the screw 102 can penetrate through the upper connecting bracket 101 and the lower connecting bracket 202, and then the nut 105 is screwed down for fixing, thereby facilitating the splicing of the upper lattice column 1 and the lower lattice column 2 by a worker, and the disassembly and the assembly are simple;

the bottom of the lower lattice column 2 is fixedly provided with a cross beam 5, the inside of the cross beam 5 and the inside of the longitudinal beam 6 are fixedly provided with a reinforcing component 7, the reinforcing component 7 comprises a beam bottom rib 702, the top of the beam bottom rib 702 is fixedly provided with Liang Mianjin, the inside of Liang Mianjin 703 is provided with a beam longitudinal rib 701 in a penetrating way, both ends of the cross beam 5 are fixedly provided with side plates 4, the inside of each side plate 4 is equidistantly provided with a reinforcing rib 401, and the bottom of the cross beam 5 is fixedly provided with the longitudinal beam 6;

specifically, as shown in fig. 1, fig. 2, fig. 3 and fig. 6, during use, through fixedly mounting the cross beam 5 at the bottom of the lower lattice column 2, the structural column must be constructed, and the design and construction must be considered together with the structural beam, because there is the obstruction of the lower lattice column 2 and the lower gusset plate 204, it can not lead to the beam part longitudinal bars to anchor or penetrate through the support of the column, the affected beam support bars are according to the T-shape Liang Xingshi, then the supplementary cut Liang Mianjin is placed at both sides of the beam side, the beam longitudinal bars 701 are adopted to enclose, the diameter of the beam longitudinal bars 701 is spaced from the beam bottom bars 702, thus the building function is not affected, the affected beam support bars are just fully wrapped in the plate, then the beam part longitudinal bars cannot anchor or penetrate through the support, the node Liang Mianjin can pass through, the affected beam support bars cannot be bent down 15d and truncated at the lattice column, the affected beam support bars are according to the T-shape Liang Xingshi, the length of the column side of the plate 401 extends over the column is equal to the beam longitudinal bars, the beam bottom bars 702 can extend into/pass through the node point, the obstruction of the node 2 can extend into the lattice column 2, the lower lattice bar 204 is blocked by the node 2, and the lower lattice bar 204 is blocked by the bending plate 2, and the beam support bar 204 is welded.

Working principle:

when the construction is carried out under the condition that the lattice column and the structural column are at the same position, the construction period does not allow the basement structure to be completed and then the temporary structure is dismantled, the structural column is wrapped in the structural column, in addition, the structural column is to be constructed, design and construction are needed to be considered together with the structural beam, then the cut-off Liang Mianjin 209 is placed at two sides of the beam side, flat stirrups 205 are adopted to enclose, the diameter space of each flat stirrup 205 is equal to that of each beam stirrup 205, then longitudinal ribs of a beam part cannot be anchored or penetrate through a support, a node Liang Mianjin 209 can be communicated, the cut-off 15d of the longitudinal ribs cannot be folded downwards at the lattice column, the affected beam support cloth ribs are cut off according to T-shaped Liang Xingshi, then the cut-off Liang Mianjin 209 is placed in the beam side plates, the length of each beam stirrup 209 is equal to that of each beam inner surface rib 209, each beam bottom rib 203 can extend into each node according to the standard length, a barrier is folded upwards at the lattice column side and the cut-off plate 201 is welded with the lattice column, and the cut-off plate 201 is welded at the node.

It should be noted that while the embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made herein without departing from the principles and spirit of the utility model, the scope of which is defined by the appended claims and their equivalents.

Claims (6)

1. The utility model provides a lattice column and structure post integrated structure, includes structure post body (3), its characterized in that: the utility model discloses a structure post body, including structure post body (3), the inside of structure post body (3) is run through and is installed lower lattice post (2), lower lattice post (2) include lower lacing plate (204), all fixed mounting has down to prop up between lacing plate (204) and lift bracket (201), the opposite face of lacing plate (204) all fixed mounting has down to connect bracket (202), the top movable mounting of lower lattice post (2) has last lattice post (1), go up lattice post (1) including last lacing plate (104), all weld between last lacing plate (104) and prop up bracket (103), the opposite face of going up lacing plate (104) all fixed mounting has and is connected bracket (101), the bottom fixed mounting of lower lattice post (2) has crossbeam (5), the both ends of crossbeam (5) all fixed mounting has curb plate (4), the bottom fixed mounting of crossbeam (5) has longeron (6).

2. A lattice column and structural column integrated structure according to claim 1, wherein: the structure column is characterized in that flat stirrups (301) are arranged in the structure column body (3) at equal intervals, reinforcing ribs (303) are fixedly arranged on two sides of the interior of each flat stirrup (301), and connecting plates (302) are fixedly arranged at the bottoms of the reinforcing ribs (303).

3. A lattice column and structural column integrated structure according to claim 1, wherein: the bottom of the lower lacing plate (204) is fixedly provided with a bottom plate (203), and both sides of the inside of the bottom plate (203) are provided with anchor bolts (205) in a penetrating way.

4. A lattice column and structural column integrated structure according to claim 1, wherein: the screw (102) is installed in the upper connecting bracket (101) in a penetrating mode, and nuts (105) are arranged at two ends of the screw (102) in a threaded mode.

5. A lattice column and structural column integrated structure according to claim 1, wherein: the inside equidistance of curb plate (4) is provided with arrangement of reinforcement (401).

6. A lattice column and structural column integrated structure according to claim 1, wherein: the inside fixed mounting of crossbeam (5) and longeron (6) has reinforcement subassembly (7), and reinforcement subassembly (7) include beam bottom muscle (702), and the fixed Liang Mianjin (703) that is provided with in top of beam bottom muscle (702), and the inside of Liang Mianjin (703) runs through and is provided with roof beam longitudinal bar (701).

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