CN219732352U - Closed concrete floor carrier plate temperature seam structure - Google Patents

Closed concrete floor carrier plate temperature seam structure Download PDF

Info

Publication number
CN219732352U
CN219732352U CN202320321524.5U CN202320321524U CN219732352U CN 219732352 U CN219732352 U CN 219732352U CN 202320321524 U CN202320321524 U CN 202320321524U CN 219732352 U CN219732352 U CN 219732352U
Authority
CN
China
Prior art keywords
plate
base
concrete floor
utility
temperature seam
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
CN202320321524.5U
Other languages
Chinese (zh)
Inventor
丁佩蓉
梁涛涛
汤静
张韵
郭林
吴昱呈
季群
孙初辰
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.)
Yangzhou Architecture Design & Research Institute Co ltd
Original Assignee
Yangzhou Architecture Design & Research Institute 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 Yangzhou Architecture Design & Research Institute Co ltd filed Critical Yangzhou Architecture Design & Research Institute Co ltd
Priority to CN202320321524.5U priority Critical patent/CN219732352U/en
Application granted granted Critical
Publication of CN219732352U publication Critical patent/CN219732352U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The utility model discloses a closed concrete floor carrier plate temperature seam structure, which relates to the technical field of floor temperature seams, and specifically comprises the following components: a base; the support plates are arranged at intervals and are arranged above the base through bolts; a plurality of end plates are arranged on the base at intervals and positioned between the support plates; the cover plate is arranged at the top end of the end enclosure plate; and the pouring layer is arranged on the supporting plate. The utility model solves the technical problem that the existing steel-concrete structure lacks an applicable temperature seam.

Description

Closed concrete floor carrier plate temperature seam structure
Technical Field
The utility model relates to the technical field of floor temperature joints, in particular to a closed concrete floor carrier plate temperature joint structure.
Background
In the conventional concrete structure, when the structure is excessively long, in order to control temperature cracks of the floor slab due to non-uniform temperature shrinkage, a method of setting a temperature post-cast strip is often adopted.
There are also few temperature seam achievements related to concrete structures, such as unidirectional temperature seam, bidirectional temperature seam, temperature seam for transmitting earthquake, etc. However, with respect to the lack of suitable temperature joints in the reinforced concrete structure, it is necessary to study the relevant floor temperature joint construction.
Disclosure of Invention
The utility model aims to provide a closed type concrete floor carrier plate temperature seam structure, which solves the technical problem that a steel-concrete structure in the prior art lacks applicable temperature seams.
The embodiment of the utility model discloses a closed concrete floor carrier plate temperature seam structure, which comprises the following components:
a base;
the support plates are arranged at intervals and are arranged above the base through bolts;
a plurality of end plates are arranged on the base at intervals and positioned between the supporting plates;
the cover plate is arranged at the top end of the end socket plate;
and the pouring layer is arranged on the supporting plate.
The end enclosure plate, the support plate and the cover plate are arranged to form a temperature seam, so that subsequent pouring is facilitated, the processing process is simplified, and the working efficiency is improved.
Based on the technical scheme, the embodiment of the utility model can be further improved as follows:
further, the base is I-steel, and the supporting plate is a steel bearing plate.
Further, be provided with flexible filling layer between the top of head board with the apron, the beneficial effect of adopting this step is in order to guarantee the stability of apron assembly through flexible filling layer.
Further, the middle part of apron is provided with spacing arch, flexible filling layer be provided with spacing protruding matched with spacing recess, the beneficial effect of this step of adoption is spacing arch and spacing recess mutually support, can further improve the stability of apron.
Further, be provided with the steel backing plate between base with the backup pad, the beneficial effect that adopts this step is through the steel backing plate can protect the base, avoids the base to take place to warp.
One or more technical solutions provided in the embodiments of the present utility model at least have the following technical effects or advantages:
1. the parts in the utility model are factory prefabricated parts, so that on one hand, the component precision is increased, and on the other hand, the production efficiency is improved.
2. The locating points are arranged on the parts in the construction site, so that the accurate locating and the quick installation of the construction site are facilitated.
3. The concrete temperature seam can be formed by casting only once, so that the construction period is shortened, and the working efficiency is improved.
4. The temperature seam is arranged at the position of the steel beam, so that the defects of breaking the secondary beam and the plate span are avoided.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the description of the embodiments or the prior art will be briefly described, and it is obvious that the drawings in the description below are some embodiments of the present utility model, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a closed concrete floor carrier temperature seam construction according to an embodiment of the present utility model;
FIG. 2 is an enlarged schematic view of portion A of FIG. 1;
1-a base; 2-supporting plates; 3-pegs; 4-end closure plates; 5-cover plate; 6, pouring a layer; 7-a flexible filler layer; 8-limiting protrusions; 9-limiting grooves; 10-steel backing plate.
Detailed Description
Embodiments of the technical scheme of the present utility model will be described in detail below with reference to the accompanying drawings. The following examples are only for more clearly illustrating the technical aspects of the present utility model, and thus are merely examples, and are not intended to limit the scope of the present utility model.
It is noted that unless otherwise indicated, technical or scientific terms used herein should be given the ordinary meaning as understood by one of ordinary skill in the art to which this utility model belongs.
In the description of the present utility model, it should be understood that the orientation or positional relationship indicated by the terms "upper", "lower", etc. are based on the orientation or positional relationship shown in the drawings, are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the device or element in question must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communicated with the inside of two elements or the interaction relationship of the two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In order to better understand the above technical solutions, the following detailed description will refer to the accompanying drawings and specific embodiments.
Examples:
as shown in fig. 1 and 2, the embodiment of the utility model discloses a closed concrete floor carrier plate temperature seam structure, which is designed for a floor temperature seam and only needs one-step molding, so that the construction period can be greatly shortened;
the concrete structure comprises:
the base 1 is specifically I-steel, and an upper flange plate at the top of the base 1 is used for installing the rest parts;
a plurality of support plates 2 are arranged at intervals, the support plates 2 are arranged above the base 1 through bolts 3, bolt positioning points are arranged on the base 1, and then the bolts 3 are penetrated to finish the installation of the support plates 2;
a plurality of end plates 4 are arranged on the base 1 at intervals, the end plates 4 are positioned between the support plates 2, the end plates 4 can be integrated with the base 1 in a factory through welding to form prefabricated parts, subsequent installation and pouring are facilitated, and gaps between the end plates 4 form temperature gaps;
the cover plate 5 is arranged at the top end of the end enclosure plate 4;
and the pouring layer 6 is arranged on the supporting plate 5.
The base is I-steel, and the supporting plate is a steel bearing plate.
The utility model designs a floor temperature seam structure, wherein a plurality of support plates 2, a base 1, a plurality of pegs 3, a plurality of end plates 4 and a cover plate 5 are all prefabricated in a factory; the cover plate 5 at the top of the temperature seam can effectively prevent the water inlet of the filling material of the later temperature seam from causing sedimentation.
Wherein, be provided with flexible filling layer 7 between the top of head board 4 with apron 5, utilize this flexible filling layer 7 cooperation apron 5, can further improve stability, when temperature change and vibrations, avoid apron 5 to break away from flexible filling layer 7.
The middle part of the cover plate 5 is provided with a limit protrusion 8, and the flexible filling layer 7 is provided with a limit groove 9 matched with the limit protrusion 8; according to the utility model, the cover plate 5 can be prevented from sideslip by being provided with the limit protrusions 8 and the limit grooves 9.
A steel backing plate 10 is arranged between the base 1 and the supporting plate 2, the length of the steel backing plate 10 is equal to that of the base 1, the width of the steel backing plate is equal to that of an upper flange plate of the base 1, effective load transmission can be ensured, and deformation of the base 1 can be effectively avoided; because the end parts of the prior support plates are independently fixed on the flange plates at the two sides of the base 1 by bolts, the support plates are mutually independent, and the flange plates of the base 1 are eccentrically pressed and are easy to deform.
In the description of the present utility model, numerous specific details are set forth. However, it is understood that embodiments of the utility model may be practiced without these specific details. In some instances, well-known methods, structures and techniques have not been shown in detail in order not to obscure an understanding of this description.
In the description of the present specification, a description referring to terms "one embodiment," "some embodiments," "examples," "specific examples," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present utility model. In this specification, schematic representations of the above terms are not necessarily directed to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, the different embodiments or examples described in this specification and the features of the different embodiments or examples may be combined and combined by those skilled in the art without contradiction.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model, and not for limiting the same; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the utility model, and are intended to be included within the scope of the appended claims and description.

Claims (5)

1. A closed concrete floor carrier temperature seam construction comprising:
a base;
the support plates are arranged at intervals and are arranged above the base through bolts;
a plurality of end plates are arranged on the base at intervals and positioned between the supporting plates;
the cover plate is arranged at the top end of the end socket plate;
and the pouring layer is arranged on the supporting plate.
2. The closed-type concrete floor carrier plate temperature seam construction of claim 1, wherein the base is i-steel and the support plate is a steel carrier plate.
3. The closed-type concrete floor carrier temperature seam construction according to claim 1, wherein a flexible filling layer is provided between the top of the head plate and the cover plate.
4. A closed type concrete floor carrier plate temperature seam construction according to claim 3, wherein a limit protrusion is provided at the middle part of the cover plate, and a limit groove matched with the limit protrusion is provided on the flexible filling layer.
5. The closed-type concrete floor carrier temperature seam construction according to claim 1, wherein a steel backing plate is provided between the base and the support plate.
CN202320321524.5U 2023-02-27 2023-02-27 Closed concrete floor carrier plate temperature seam structure Active CN219732352U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320321524.5U CN219732352U (en) 2023-02-27 2023-02-27 Closed concrete floor carrier plate temperature seam structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320321524.5U CN219732352U (en) 2023-02-27 2023-02-27 Closed concrete floor carrier plate temperature seam structure

Publications (1)

Publication Number Publication Date
CN219732352U true CN219732352U (en) 2023-09-22

Family

ID=88031167

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320321524.5U Active CN219732352U (en) 2023-02-27 2023-02-27 Closed concrete floor carrier plate temperature seam structure

Country Status (1)

Country Link
CN (1) CN219732352U (en)

Similar Documents

Publication Publication Date Title
KR101204329B1 (en) Structure of bracket
JP4499006B2 (en) Seismic isolation device mounting structure, construction method thereof, and base plate for seismic isolation device mounting
KR101890860B1 (en) Double PC wall assembly and construction method of composite wall structure using the same
KR100957591B1 (en) Concreate block, method for manufacturing concreate block and steel frame construction for using the concreate block, method for execution steel frame construction for using the concreate block
KR101228593B1 (en) Composite girder using inner molding member and bridge construction method therwith
KR100888210B1 (en) Shear supporting device of a bridge bearing and installation method for the earthquake-proof means
CN103397700A (en) Connection structure of building composite floor slab and steel tube shear wall
KR20190084712A (en) Prefabricated column assembly with foundation reinforcement part
CN219732352U (en) Closed concrete floor carrier plate temperature seam structure
CN114991001A (en) Easy-to-overhaul spliced bridge expansion joint structure and construction method thereof
JP2006249816A (en) Joint structure of reinforced concrete column and steel framed beam and its joint method
JP2006283414A (en) Structure of continuous composite i-girder bridge
KR101133420B1 (en) Precast concrete connection block and the continuity method of composite bridges using it
JP5912664B2 (en) Concrete assembly structure
CN203475609U (en) Connecting structure of composite floor slab and steel tube shear wall of building
KR100759041B1 (en) Link structure for steel beam and column of building and methods using the same
KR100812248B1 (en) Prefabrication steel bar arrangement structure
KR101433632B1 (en) Top down method for Underground structure using the Concrete Bracket integrated Steel beam
JP5041481B2 (en) Updating method and structure of existing bearing device
CN210127028U (en) Gantry crane end well track beam and gantry crane end well track mounting assembly
JP2018154982A (en) Construction method of column base, reinforcement method of existing column base
KR100227463B1 (en) A complex girder for a building
JP2002332645A (en) Foundation structure of rail for ground-traveling crane and laying method for foundation
CN220099643U (en) Assembled steel-concrete composite beam template-free construction bridge deck
KR200377361Y1 (en) Reinforced rail type expansion joint

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant