CN218540999U - Improved generation concrete floor supports transform structure - Google Patents

Improved generation concrete floor supports transform structure Download PDF

Info

Publication number
CN218540999U
CN218540999U CN202223116586.7U CN202223116586U CN218540999U CN 218540999 U CN218540999 U CN 218540999U CN 202223116586 U CN202223116586 U CN 202223116586U CN 218540999 U CN218540999 U CN 218540999U
Authority
CN
China
Prior art keywords
rigid coupling
down tube
conversion
concrete floor
rod
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
CN202223116586.7U
Other languages
Chinese (zh)
Inventor
黄杰
姚景武
吕鑫
郑永飞
刘俊奇
李君�
张茂林
杨威
刘常振
邱明熠
吴波
张雷
侯团辉
潘东
薛红涛
赵颍
谷超帆
康来
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.)
CCCC Construction Group Co Ltd
Original Assignee
CCCC Fourth Highway Engineering 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 CCCC Fourth Highway Engineering Co Ltd filed Critical CCCC Fourth Highway Engineering Co Ltd
Priority to CN202223116586.7U priority Critical patent/CN218540999U/en
Application granted granted Critical
Publication of CN218540999U publication Critical patent/CN218540999U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses an improved generation concrete floor supports transform structure, including the conversion roof beam, conversion bottom of the beam face four corners rigid coupling respectively has the support column, the rigid coupling has the crossbeam between two support columns that are located the coplanar, crossbeam top surface both ends symmetry rigid coupling has the cam seat, cam seat one side and support column rigid coupling, the inclined plane butt of cam seat has the down tube, the one end that the down tube is close to the cam seat can be dismantled and is connected with clamping component, clamping component and the inclined plane butt of cam seat, the other end rigid coupling of down tube has the connecting plate, one side and the conversion bottom of the beam face rigid coupling are kept away from to the connecting plate, conversion top of the beam face center rigid coupling has the base, base top of the face center rigid coupling has the bracing piece, the one end rigid coupling that the base was kept away from to the bracing piece has the supporting seat. The utility model discloses simple structure, simple to operate, long service life, the atress has evenly reduced workman's repair number of times moreover, has improved its practicality greatly.

Description

Improved generation concrete floor supports transform structure
Technical Field
The utility model relates to a large building floor supports technical field of system, especially relates to an improved generation concrete floor supports transform structure.
Background
With the development of economy, more and more building designs are required due to functions, and in the building structure design, a conversion layer structure is designed to support a complex structure of a top layer of a building. The current building conversion layer design generally adopts the following technologies: the prestressed beam type transfer floor, the thick plate transfer floor, the box type transfer floor, the arch type transfer floor and the truss transfer floor. The prestressed beam type conversion layer is simple to mount and large in bearing load, so that the prestressed beam type conversion layer is widely used.
The utility model discloses a "concrete floor supports transform structure" is disclosed (CN 210828445U) among the prior art, including setting up in concrete floor below and carrying out a plurality of support columns that effectively support to the concrete floor, the concrete floor up end still is provided with a plurality of conversion roof beams, the conversion roof beam strides and locates two adjacent support columns directly over, the common rigid coupling of up end of two adjacent conversion roof beams has the support frame that is used for supporting by the supporter, be provided with between two support columns of conversion roof beam below and be used for carrying out the reinforced (rfd) subassembly that consolidates to the middle part of top conversion roof beam. The prior art has the following defects: the bearing capacity is completely unloaded to one point on the supporting column, the load of the supporting column can be increased, the stress point of the supporting column is easy to break in the past, the use safety performance is reduced, and the connecting pieces are easy to damage due to the fact that no fixed protection measures are provided, so that the repairing difficulty is increased for a maintainer.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an improved generation concrete floor supports transform structure to solve the problem that above-mentioned prior art exists.
In order to achieve the above purpose, the utility model provides a following scheme: the utility model provides an improved generation concrete floor supports transform structure, including the conversion roof beam, conversion bottom of the beams face four corners rigid coupling respectively has the support column, is located coplanar two the rigid coupling has the crossbeam between the support column, crossbeam top surface both ends symmetry rigid coupling has the cam seat, cam seat one side with the support column rigid coupling, the inclined plane butt of cam seat has the down tube, the down tube is close to the one end of cam seat can be dismantled and is connected with clamping component, clamping component with the inclined plane butt of cam seat, the other end rigid coupling of down tube has the connecting plate, the connecting plate is kept away from one side of down tube with conversion bottom of the beams face rigid coupling, conversion top of the beams face center rigid coupling has the base, base top surface center rigid coupling has the bracing piece, the bracing piece is kept away from the one end rigid coupling of base has the supporting seat.
Preferably, the clamping assembly comprises clamping blocks detachably connected with the two sides of the inclined rod, one side of each clamping block is abutted to the inclined surface of the triangular seat, a sliding groove is formed in each clamping block, a sliding block is connected in the sliding groove in a sliding mode, a sliding rod is fixedly connected to one side of the sliding groove, and one end of the sliding block is fixedly connected with the inclined rod.
Preferably, a groove is formed in the center of the inclined plane of the triangular seat, and the groove is matched with the inclined rod.
Preferably, a backing plate is installed in the groove, and the inclined rod is abutted to the backing plate.
Preferably, the bottom surface of the connecting plate is symmetrically and fixedly connected with a fixing seat, a through hole is formed in the center of the fixing seat, and the through hole is matched with the inclined rod.
Preferably, a connecting rod is fixedly connected between the inclined rods and located at the bottom of the fixing seat, and the connecting rod is arched.
The utility model discloses a following technological effect: the utility model changes the acting point of the supporting column through the setting of the triangular seat, increases the stress area, applies force to the triangular seat by the inclined rod, part of the force is unloaded to the supporting column by the triangular seat, and the other part of the force is unloaded to the cross beam, so that the force at the concentrated point is dispersed, the supporting column is not easy to break, the service life of the supporting column is prolonged, and the overall safety performance is improved; in addition, clamping component makes wholly more firm in the time of can easy to assemble, makes the difficult emergence of down tube slide and the difficult fracture of protection atress end, the utility model discloses simple structure, simple to operate, long service life, the atress has evenly reduced workman's repair number of times moreover, has improved its practicality greatly.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive labor.
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of a portion of A in FIG. 1 according to the present invention;
wherein, 1, a support column; 2. a transfer beam; 3. a cross beam; 4. a triangular base; 5. a diagonal rod; 6. a connecting rod; 7. a connecting plate; 8. a fixed seat; 9. a base; 10. a supporting seat; 11. a support bar; 12. a clamping block; 13. a chute; 14. a slider; 15. a slide bar; 16. a base plate; 17. and (4) a groove.
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. 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.
In order to make the above objects, features and advantages of the present invention more comprehensible, the present invention is described in detail with reference to the accompanying drawings and the detailed description.
Referring to fig. 1-2, the utility model provides an improved generation concrete floor supports transform structure, including conversion roof beam 2, conversion roof beam 2 bottom surface four corners rigid coupling respectively has support column 1, the rigid coupling has crossbeam 3 between two support columns 1 that are located the coplanar, 3 top surface both ends of crossbeam symmetry rigid coupling have triangle seat 4, triangle seat 4 one side and support column 1 rigid coupling, the inclined plane butt joint of triangle seat 4 has down tube 5, the one end that down tube 5 is close to triangle seat 4 can be dismantled and be connected with clamping component, clamping component and the inclined plane butt of triangle seat 4, the other end rigid coupling of down tube 5 has connecting plate 7, one side and the 2 bottom surface rigid couplings of conversion roof beam of down tube 5 are kept away from to connecting plate 7, 2 top surface center rigid couplings of conversion roof beam have base 9, 9 top surface center rigid coupling has bracing piece 11, the one end rigid coupling that base 9 was kept away from to bracing piece 11 has supporting seat 10.
The floor exerts pressure for supporting seat 10 during the installation, pressure passes to on the conversion roof beam 2 through bracing piece 11 and base 9, then pass to triangular seat 4 through connecting plate 7 and down tube 5, triangular seat 4 will do all can unload on support column 1 and crossbeam 3, in whole atress in-process, transmission of power progressively diminishes progressively and progressively is dispersed, because the setting of triangular seat 4, the power that reaches last support column 1 can reduce, played the guard action to support column 1, make it be difficult for taking place deformation and impaired and fracture, simultaneously, clamping component and down the more and more tight of down tube 5 butt of down tube under the effect of force during the installation, the stability after its installation has been guaranteed, the holistic security performance has been improved, down tube 5 extreme point has also been protected simultaneously, thereby prevent that the atress is too big to arouse the fracture.
Further optimize the scheme, clamping assembly includes can dismantle the tight piece 12 of clamp of connection in down tube 5 both sides with the symmetry, presss from both sides the inclined plane butt of tight piece 12 one side and trigonid 4, has seted up spout 13 in pressing from both sides tight piece 12, and sliding connection has slider 14 in the spout 13, and one side rigid coupling that slider 14 kept away from spout 13 has slide bar 15, and slide bar 15 keeps away from the one end and the down tube 5 rigid coupling of slider 14.
Slide bar 15 drives slider 14 and slides in spout 13 under the effect of power, because spout 13 is the slope form, slider 14 can make tight piece 12 of clamp tightly with down tube 5 butt at the slip in-process, the stability in its installation has been guaranteed, make the difficult emergence skew of down tube 5, and press from both sides tight piece 12 when pasting down tube 5, can also play certain guard action to down tube 5, increase the vertical rigidity of down tube 5, make it difficult emergence fracture under long-time atress state, in order to avoid influencing its security performance.
In a further optimized scheme, a groove 17 is formed in the center of the inclined plane of the triangular seat 4, and the groove 17 is matched with the inclined rod 5.
In a further optimized scheme, a backing plate 16 is arranged in the groove 17, and the inclined rod 5 is abutted to the backing plate 16.
The setting of recess 17 plays further additional strengthening to the fixed of down tube 5 to install backing plate 16 in the recess 17, can play certain cushioning effect in the installation, avoid the atress too big to produce deformation to trigonometry 4 and down tube 5, influence its service function.
Further optimization scheme, 7 bottom surfaces of connecting plate are symmetry rigid couplings have fixing base 8, and the through-hole has been seted up at fixing base 8 center, through-hole and 5 looks adaptations of down tube.
A through hole is formed in the center of the fixing seat 8, the inclined rod 5 penetrates through the through hole to be fixedly connected with the connecting plate 7, the fixing seat 8 also plays a role in protecting the end point of the inclined rod 5, and the vertical rigidity of the inclined rod under the stress state is improved.
Further optimization scheme, the rigid coupling has connecting rod 6 between the down tube 5, and connecting rod 6 is located the 8 bottoms of fixing base, and connecting rod 6's shape is the arch.
The arched connecting rod 6 has stronger bearing degree on force, and in order to increase the rigidity of the middle part of the inclined rod 5, one connecting rod 6 is fixedly connected with the arched connecting rod 6, so that the arched connecting rod can bear larger pressure and has longer service life.
In the description of the present invention, it is to be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are merely for convenience of description of the present invention, and do not indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
The above-mentioned embodiments are only described in the preferred embodiments of the present invention, but not limited to the scope of the present invention, and various modifications and improvements made by the technical solutions of the present invention by those skilled in the art should fall within the protection scope defined by the claims of the present invention without departing from the design spirit of the present invention.

Claims (6)

1. The utility model provides an improved generation concrete floor supports transform structure which characterized in that: including conversion roof beam (2), conversion roof beam (2) bottom surface four corners rigid coupling respectively has support column (1), is located coplanar two the rigid coupling has crossbeam (3) between support column (1), crossbeam (3) top surface both ends symmetry rigid coupling has three corner seats (4), three corner seats (4) one side with support column (1) rigid coupling, the inclined plane butt joint of three corner seats (4) has down tube (5), down tube (5) are close to the one end of three corner seats (4) can be dismantled and be connected with clamping component, clamping component with the inclined plane butt of three corner seats (4), the other end rigid coupling of down tube (5) has connecting plate (7), connecting plate (7) are kept away from one side of down tube (5) with conversion roof beam (2) bottom surface rigid coupling, conversion roof beam (2) top surface center rigid coupling has base (9), base (9) top surface center rigid coupling has bracing piece (11), bracing piece (11) are kept away from the one end of base (9) has supporting seat (10).
2. The improved concrete floor support transition structure of claim 1, wherein: the clamping assembly comprises a clamping block (12) detachably connected with the symmetry and arranged on two sides of the oblique rod (5), one side of the clamping block (12) is abutted to the inclined plane of the triangular seat (4), a sliding groove (13) is formed in the clamping block (12), a sliding block (14) is slidably connected in the sliding groove (13), the sliding block (14) is far away from one side of the sliding groove (13) and is fixedly connected with a sliding rod (15), the sliding rod (15) is far away from one end of the sliding block (14) and the oblique rod (5) is fixedly connected.
3. The improved concrete floor support transition structure of claim 2, wherein: a groove (17) is formed in the center of the inclined plane of the triangular seat (4), and the groove (17) is matched with the inclined rod (5).
4. An improved concrete floor support conversion structure as claimed in claim 3, wherein: a base plate (16) is installed in the groove (17), and the inclined rod (5) is abutted to the base plate (16).
5. An improved concrete floor support conversion structure as claimed in claim 1, wherein: the bottom surface of the connecting plate (7) is symmetrically and fixedly connected with a fixing seat (8), a through hole is formed in the center of the fixing seat (8), and the through hole is matched with the inclined rod (5).
6. An improved concrete floor support conversion structure as claimed in claim 5, wherein: connecting rod (6) are fixedly connected between the oblique rods (5), the connecting rod (6) is located at the bottom of the fixing seat (8), and the connecting rod (6) is arched.
CN202223116586.7U 2022-11-23 2022-11-23 Improved generation concrete floor supports transform structure Active CN218540999U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223116586.7U CN218540999U (en) 2022-11-23 2022-11-23 Improved generation concrete floor supports transform structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223116586.7U CN218540999U (en) 2022-11-23 2022-11-23 Improved generation concrete floor supports transform structure

Publications (1)

Publication Number Publication Date
CN218540999U true CN218540999U (en) 2023-02-28

Family

ID=85265834

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223116586.7U Active CN218540999U (en) 2022-11-23 2022-11-23 Improved generation concrete floor supports transform structure

Country Status (1)

Country Link
CN (1) CN218540999U (en)

Similar Documents

Publication Publication Date Title
CN210439471U (en) Reinforced concrete superposed beam and steel pipe column anti-seismic connecting mechanism
CN102182261B (en) Concrete slab constrained low-yield steel plate dissipative shear wall
CN218540999U (en) Improved generation concrete floor supports transform structure
CN111535196B (en) Bridge building templates link for civil engineering
CN202039474U (en) Energy dissipation shearing wall with restrained concrete slab and low-yield-point steel plate
CN217353789U (en) Buckling restrained brace and concrete frame connection structure
CN201635399U (en) Length-adjustable auxiliary back arris for supporting mold plate
CN217601860U (en) Novel assembled steel construction beam column
CN209780039U (en) Steel-wood combined column
CN212354902U (en) Bottom steel structure for supporting cargo platform
CN211341419U (en) Beam structure for assembly type building
CN210684453U (en) Bridge expansion joint auxiliary device of BIM technique
CN114352059A (en) Building structure design roof beam reinforced structure
CN211201235U (en) Novel floor rigidity reinforcing structure
CN219509153U (en) Aluminum template for green construction
CN220747512U (en) Honeycomb aluminum plate dry hanging structure
CN212053729U (en) Assembled concrete form
CN219993240U (en) Construction elevator basis side direction device that returns top
CN219491486U (en) Bearing beam structure is built in room
CN212336473U (en) Supporting structure of wood structure building roof modelled after an antique
CN215760412U (en) Regularization template for concrete pouring
CN211776020U (en) A building brick wood structure that is used for old city to reform transform and has reinforced structure
CN219654121U (en) Assembled stair with bidirectional sliding connection nodes
CN210316144U (en) Curtain wall keel framework
CN210848980U (en) Double-block pillow mould shell manufacturing mould

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: No. 114 South Street, Jiaotoukou, Dongcheng District, Beijing, 100010

Patentee after: CCCC Construction Group Co.,Ltd.

Address before: No. 114 South Street, Jiaotoukou, Dongcheng District, Beijing, 100010

Patentee before: CCCC FOURTH HIGHWAY ENGINEERING Co.,Ltd.

CP01 Change in the name or title of a patent holder