CN210597674U - Structure of building structure seam - Google Patents
Structure of building structure seam Download PDFInfo
- Publication number
- CN210597674U CN210597674U CN201921016733.9U CN201921016733U CN210597674U CN 210597674 U CN210597674 U CN 210597674U CN 201921016733 U CN201921016733 U CN 201921016733U CN 210597674 U CN210597674 U CN 210597674U
- Authority
- CN
- China
- Prior art keywords
- vertical section
- seam
- section
- structure seam
- structural joint
- 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
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The utility model belongs to a building structure seam structure in the building engineering field, technical scheme is: the utility model provides a building structure seam structure, includes the structure seam, and is located first civil engineering component and the second civil engineering component of structure seam both sides, and the structure seam upper end is equipped with structure seam apron, and the structure seam comprises last vertical section, the excessive section of level and lower vertical section, goes up vertical section and stagger with lower vertical section, and the excessive section of level is connected vertical section and lower vertical section respectively, and the height of going up vertical section is less than or equal to 0.7 meter. It has ensured when the structural joint apron destroys, the personnel's life and property safety of structural joint periphery.
Description
Technical Field
The utility model belongs to the building engineering field especially relates to the structure seam structure in building and peripheral place thereof.
Background
The structural joint is defined in the existing national acceptance standard for construction quality of concrete structural engineering as follows: the structural joint is a general term for expansion joints, settlement joints, quakeproof joints and the like which are arranged between two adjacent buildings or between two parts of the buildings to avoid temperature expansion and contraction, foundation settlement, earthquake collision and the like. In large infrastructures such as airports and bridges, the width and depth of structural joints exceed conventional dimensions. In some projects, the width of the structural seam reaches more than 700 millimeters, and the depth reaches more than 8 meters through calculation.
In the prior art, the structural joint is usually a vertical joint between a first civil structure and a second civil structure, a structural joint cover plate is arranged at the upper end of the structural joint, once the structural joint cover plate is damaged, people and objects around the structural joint easily fall into the joint, and loss of life and property is caused. In addition, when the structural joint cover plate is repaired for a long time and the cover plate sealing material is aged, rainwater can permeate into the structural joint to destroy the water resistance of the space below the structural joint.
SUMMERY OF THE UTILITY MODEL
The utility model provides a to the not enough of above-mentioned prior art, the utility model provides a building structure seam structure has ensured when the structural joint apron destroys, the peripheral personnel's security of lives and property of structural joint.
The technical scheme of the utility model is that: the utility model provides a building structure seam structure, includes the structure seam, and is located first civil engineering component and the second civil engineering component of structure seam both sides, and the structure seam upper end is equipped with structure seam apron, and the structure seam comprises last vertical section, the excessive section of level and lower vertical section, goes up vertical section and stagger with lower vertical section, and the excessive section of level is connected vertical section and lower vertical section respectively, and the height of going up vertical section is less than or equal to 0.7 meter.
Based on the technical characteristics, the bottom elevation of the horizontal transition section is higher than the bottom surface of the upper vertical section, and the horizontal transition section is filled with flexible sealing materials. The flexible sealing material can be polyurethane waterproof caulking material or silica gel sealing material.
Based on the technical characteristics, the upper vertical section is also used as a drainage ditch.
The utility model has the advantages that:
1. the universality is strong, the applicability is good: the standardized design can be adopted in a large area so as to realize the safe use of the structural joints of the building and the surrounding fields thereof.
2. The integrity is good: the concrete is poured on site according to construction requirements, the construction efficiency is high, and the finished surface is smooth.
3. The shock resistance is good: when the earthquake deformation displacement is large, the earthquake deformation displacement cannot be damaged, and the safety is guaranteed. And simultaneously meets the deformation generated in daily use.
4. Good water resistance: the original vertical linear structural joint is staggered through the horizontal transition section, and the waterproof performance of the use space below the structural joint is ensured.
5. The safety is good: stagger original vertically straight line shape structure seam through horizontal changeover portion, personnel fall the risk in the structure seam when having avoided structure seam top apron to destroy, increase the security.
6. The manufacturing and maintenance cost is low: by adopting the suitability technology, high-precision components and processes are not used, so that the cost is reduced, the maintenance strength and difficulty are reduced, and the finished product protection, the field construction and the safety management are facilitated.
Drawings
FIG. 1 is an elevational schematic view of a prior art structural seam.
FIG. 2 is a three-dimensional schematic view of a prior art structural seam.
Fig. 3 is a detailed front elevation node diagram of a first embodiment of the structural joint structure of the present invention.
Fig. 4 is a detail view of the elevation node of the second embodiment of the structural joint structure of the present invention.
Fig. 5 is a detail view of a front elevation node of a third embodiment of the structural joint structure of the present invention.
Fig. 6 is a detailed three-dimensional simulation node diagram of a third embodiment of the structure seam structure of the present invention.
The numbering of the elements in the figures is schematically: a first civil engineering structure 1; a second civil structure 2; an upper vertical section 3; a structural seam cover plate 4; a horizontal transition section 5; sealing the flexible material 6; a lower vertical section 7.
Detailed Description
The following describes the present invention in further detail with reference to the accompanying drawings. These embodiments are provided only for illustrating the present invention and are not intended to limit the present invention.
In the description of the present invention, it should be noted that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; the two components can be directly connected or indirectly connected through an intermediate medium, and the two components can be communicated with each other. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In addition, in the description of the present invention, "a plurality" or "a plurality" means two or more unless otherwise specified.
Referring to fig. 1 and 2, the arrangement of a structural joint in the prior art is shown, the structural joint is located between a first civil structure 1 and a second civil structure 2, the structural joint is a vertical joint, and a structural joint cover plate 4 is arranged at the upper end of the structural joint. Once the structural seam cover plate 4 is damaged, personnel and objects around the structural seam are easily and directly dropped into the seam bottom.
As shown in fig. 3 to 6, the structural joint is a fold line shape, the structural joint comprises an upper vertical section 3, a horizontal transition section 5 and a lower vertical section 7, the upper vertical section 3 and the lower vertical section 7 are staggered, the horizontal transition section is respectively connected with the upper vertical section 3 and the lower vertical section 7, a structural joint cover plate 4 is arranged on the structural joint, and the height of the upper vertical section is less than or equal to 0.7 m. In this case, if the structural seam cover 4 is damaged, personnel or property fall into the bottom of the upper vertical section 3 and do not fall directly into the seam bottom, increasing safety. Meanwhile, the broken line-shaped arrangement of the structural joint does not destroy the anti-seismic and deformation performance of the original structural joint.
The connecting height position of the horizontal transition section 5 with the upper vertical section 3 and the lower vertical section 7 is not limited, and as shown in the first embodiment of fig. 3, the horizontal transition section 5 is located between the bottom elevation of the upper vertical section 3 and the top elevation of the lower vertical section 7; as shown in the second embodiment of fig. 4, the bottom level of the horizontal transition section 5 is flush with the bottom level of the upper vertical section 3; as shown in fig. 5 and fig. 6, the height of the bottom of the horizontal transition section 5 is higher than that of the bottom of the upper vertical section 3 and is flush with the height of the top of the lower vertical section 7.
On the basis of the above, the waterproof problem is further solved, and the technical scheme shown in fig. 5 and 6 is preferably adopted: the bottom level of the horizontal transition section 5 is higher than the bottom surface of the upper vertical section 3, and the horizontal transition section 5 is filled with a sealing flexible material 6 for water prevention and sealing. The flexible sealing material can be polyurethane waterproof caulking material or silica gel sealing material. Under this condition, the rainwater flows into the bottom of upper vertical section 3 from structure seam apron 4, can not directly permeate the lower vertical section 7 of opposite side, and the waterproof nature in space has further ensured lower vertical section 7 below horizontal transition 5 intussuseption sealing flexible material 6 moreover. As an optimization, the upper vertical section 3 can be used as a drainage ditch, and the drainage ditch can adopt the existing arbitrary water supply and drainage technology to drain accumulated water in the upper vertical section 3 in time.
The above is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and substitutions can be made without departing from the technical principle of the present invention, and these modifications and substitutions should also be regarded as the protection scope of the present invention.
Claims (3)
1. A building structure seam structure comprises a structure seam, a first civil construction member (1) and a second civil construction member (2) which are positioned on two sides of the structure seam, and a structure seam cover plate (4) is arranged at the upper end of the structure seam, and is characterized in that the structure seam consists of an upper vertical section (3), a horizontal transition section (5) and a lower vertical section (7), the upper vertical section and the lower vertical section are staggered, the horizontal transition section is respectively connected with the upper vertical section and the lower vertical section, and the height of the upper vertical section is less than or equal to 0.7 m.
2. The structural joint structure of the building as claimed in claim 1, wherein the base level of the horizontal transition section (5) is higher than the bottom surface of the upper vertical section (3), and the horizontal transition section (5) is filled with flexible sealing material (6).
3. The structural joint structure of claim 2, wherein said upper vertical section (3) doubles as a drain.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921016733.9U CN210597674U (en) | 2019-07-02 | 2019-07-02 | Structure of building structure seam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921016733.9U CN210597674U (en) | 2019-07-02 | 2019-07-02 | Structure of building structure seam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210597674U true CN210597674U (en) | 2020-05-22 |
Family
ID=70691022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921016733.9U Active CN210597674U (en) | 2019-07-02 | 2019-07-02 | Structure of building structure seam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210597674U (en) |
-
2019
- 2019-07-02 CN CN201921016733.9U patent/CN210597674U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20170254041A1 (en) | Triangle unit assembly block and method using same of building landslide preventing draining retaining wall | |
| CN210597673U (en) | Building and height difference type shock insulation structure of peripheral field thereof | |
| CN109183818B (en) | Expansion soil rock cutting slope retaining and expansion reducing structure | |
| CN210597674U (en) | Structure of building structure seam | |
| CN110924261A (en) | Honeycomb-shaped water storage, irrigation and vibration reduction periodic structure for city | |
| CN111894022A (en) | Raft foundation hinge structure | |
| CN213329112U (en) | Bridge joint cable general working well based on BIM | |
| CN105863073B (en) | Coupled column and base node structure and its construction method with horizontal anti-seismic performance | |
| JP4866264B2 (en) | Underground box | |
| CN110241934A (en) | Building structure seam construction | |
| CN209741874U (en) | Ecological bank protection of prefabricated brick | |
| CN214169176U (en) | Overlength basement wall body expansion joint waterproof construction | |
| KR101847036B1 (en) | Precast concrete assembled retaining wall block | |
| CN205917710U (en) | Connected node on basis | |
| CN211689839U (en) | Closed bridge | |
| CN216664147U (en) | Foundation pit support replacing device | |
| CN220908651U (en) | Water collecting pit | |
| CN218713287U (en) | Connecting structure of cast-in-place pile serving as reverse vertical supporting member and bottom plate | |
| CN215758598U (en) | Rainwater box culvert structure | |
| CN110905062B (en) | Installation method of honeycomb-shaped water storage, irrigation and vibration reduction periodic structure for city | |
| CN217480243U (en) | Pin-connected panel pit shaft | |
| CN214459228U (en) | Waterproof roadbed structure of coastal railway U type | |
| CN215331452U (en) | Template top water-collecting device | |
| CN213358319U (en) | Steel bridge floor pouring type asphalt concrete drainage device | |
| WO2009153829A1 (en) | Underground box |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |