CN109140049A - Antidetonation suspension and support and building - Google Patents
Antidetonation suspension and support and building Download PDFInfo
- Publication number
- CN109140049A CN109140049A CN201811015233.3A CN201811015233A CN109140049A CN 109140049 A CN109140049 A CN 109140049A CN 201811015233 A CN201811015233 A CN 201811015233A CN 109140049 A CN109140049 A CN 109140049A
- Authority
- CN
- China
- Prior art keywords
- connecting plate
- support
- connector
- column
- longitudinal direction
- 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.)
- Granted
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
Abstract
The present invention provides a kind of antidetonation suspension and support and the building with the suspension and support, belong to building field, the antidetonation suspension and support includes vertical supporting, longitudinal bracing and lateral support, the lateral support is the horizontal cross support for adapting to 100-500mm and being mounted laterally space, specifically, the lateral support includes the steel channel connector for connecting with the channel steel of the vertical supporting and the column connector for connecting with constructional column or structural column, the steel channel connector and column connector by bolt be directly connected to or both between add connector and be attached by bolt.In the present invention, lateral support is changed to the horizontal cross support that adaptation 100-500mm is mounted laterally space, is thus thoroughly solved the problem of narrow tight space arranges antidetonation suspension and support, especially its lateral support.
Description
Technical field
The present invention relates to building fields, particularly relate to a kind of antidetonation suspension and support and the building with the suspension and support.
Background technique
According to " People's Republic of China's building law " and " People's Republic of China's protection against and mitigation of earthquake disasters method " etc., building reply earthquake
Etc. disasters adhere to the policy of " putting prevention first ", have sufficient precautionary measures." building electromechanical engineering earthquake resistant design code " (middle Chinese
People republic standard GB/T 50981-2014) specify that the reference of building electromechanical engineering Aseismic Design standardizes.Build discharge
It is broken to mitigate earthquake after providing fortification against earthquakes for the electromechanical engineerings such as water, heating, ventilation, air-conditioning, combustion gas, heating power, electric power, communication, fire-fighting
It is bad, secondary disaster is prevented, casualties is avoided, economic loss is reduced, accomplishes safe and reliable, technologically advanced, economical rationality, maintenance
It is convenient for management.
In addition antidetonation suspension and support will have longitudinal bracing and lateral support on the basis of general suspension and support.Wherein, it indulges
To support bearing from longitudinal seismic force, lateral support then needs to carry the seismic force from horizontal direction.To meet stress
Requirement, longitudinal bracing and lateral support must be necessarily arranged on the structural elements in building, such as: various beams, various columns or
Load bearing wall etc..In addition, longitudinal direction and lateral support should also meet affixes one's name to inside a fixed spacing in order to meet force request.
The large public building project of such as subway station, should more fully consider safe earthquake-proof requirement.But by city space
It is limited with conditions such as construction costs, it is limited to build interior space.In pipelines traffic areas such as the public corridors in battery limits, can complete each
Special pipelines arrangement is not easy very much, it is generally difficult to guarantee just there is being the structure for lateral support installation every appropriate spacing
Column or other structures body.The lateral antidetonation diagonal brace of suspension and support is positioned to perplex a prominent problem of construction unit.
According to " specification ", it is desirable that provide vertical, longitudinally, laterally three directions support.Wherein, longitudinally and laterally with certain
Angle (generally commonly use 45 degree of angles) diagonal brace is to building top.The lateral demand space of lateral support is with the vertical height for integrating suspension and support
Degree increases and increases, such as: 1 meter high of synthesis suspension and support, lateral support needs are laterally having 1 meter of width.
It is the routing channel of the pipeline of dozens of profession by taking the public corridor in the battery limits of subway station as an example.In corridor
It has been the value for having given full play to every one-inch space that these pipelines are sufficiently arranged often in top.The usual cloth in the public corridor in battery limits
The synthesis suspension and support high more than 2 meters is set, lateral distance masonry interior wall then only has the width of 100-200mm.
Therefore, in the building in the public corridor in battery limits of similar subway station, how antidetonation suspension and support is installed at present also
It is a universal problem.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of antidetonation suspension and support and with the building of the suspension and support, thoroughly
It solves the problem of to arrange antidetonation suspension and support especially its lateral support in narrow tight space.
In order to solve the above technical problems, the embodiment of the present invention provides a kind of antidetonation suspension and support, including vertical supporting, longitudinal direction
Support and lateral support, the lateral support are the horizontal cross support for adapting to 100-500mm and being mounted laterally space.
Further, the lateral support includes the steel channel connector and use for connecting with the channel steel of the vertical supporting
In the column connector being connect with constructional column or structural column, the steel channel connector and column connector be directly connected to by bolt or
Connector is added between the two and is attached by bolt.
Further, the steel channel connector includes first longitudinal direction connecting plate and is connected to first longitudinal direction connecting plate end
The two sides of first cross connecting plate in portion, the first longitudinal direction connecting plate and the first cross connecting plate are provided with the first triangle side
Wing plate；
The column connector includes second longitudinal direction connecting plate and is connected to the second of second longitudinal direction connecting plate middle and upper part
The two sides of cross connecting plate, the second longitudinal direction connecting plate and the second cross connecting plate are provided with the second triangle side wing plate；
First cross connecting plate and the second cross connecting plate are directly connected to by bolt.
Further, the steel channel connector includes first longitudinal direction connecting plate and is connected to first longitudinal direction connecting plate end
The two sides of first cross connecting plate in portion, the first longitudinal direction connecting plate and the first cross connecting plate are provided with the first triangle side
Wing plate；
The column connector is identical as the steel channel connector structure；
Connection channel steel, the steel channel connector and the connection are additionally provided between the steel channel connector and column connector
One end of channel steel is bolted, and the other end of the column connector and the connection channel steel is also by being bolted.
Further, setting is there are two connecting hole on the first longitudinal direction connecting plate and spacing is 35mm；And/or it is described
First cross connecting plate is tongue shape connecting plate；And/or there are two slotted hole and spacing for setting on first cross connecting plate
For 35mm.
Further, setting is there are three connecting hole on the second longitudinal direction connecting plate and spacing is 35mm；And/or it is described
Second cross connecting plate is tongue shape connecting plate；And/or there are two slotted hole and spacing for setting on second cross connecting plate
For 35mm.
In order to solve the above technical problems, the embodiment of the present invention also provides a kind of building, including any of the above-described described
Antidetonation suspension and support.
Further, circle is provided in horizontal direction in the middle part of the wall of the building setting constructional column | binder, formation are closed
The construction lacing wire net of conjunction；Lateral support at the position for having structural column, the antidetonation suspension and support is fixed on the structural column；?
There is no the position of structural column, the lateral support of the antidetonation suspension and support is fixed on the constructional column.
Further, the building is that subway station and other pipeline arrangement amounts are larger, and build interior for these pipes
The route building relatively narrow by the space arranged.
The advantageous effects of the above technical solutions of the present invention are as follows:
In above scheme, lateral support is changed to the horizontal cross support that adaptation 100-500mm is mounted laterally space, thus
It thoroughly solves the problem of narrow tight space arranges antidetonation suspension and support, especially its lateral support.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of antidetonation suspension and support lateral support embodiment one of the invention；
Fig. 2 is the use state diagram of antidetonation suspension and support lateral support shown in Fig. 1；
Fig. 3 is the structural schematic diagram of steel channel connector in Fig. 1, wherein (a) is the three-dimensional knot of one angle of steel channel connector
Structure schematic diagram is (b) schematic perspective view of another angle of steel channel connector；
Fig. 4 is the structural schematic diagram of Fig. 1 center pillar connector；
Fig. 5 is the structural schematic diagram of antidetonation suspension and support lateral support embodiment two of the invention；
Fig. 6 is the use state diagram of antidetonation suspension and support lateral support shown in Fig. 5；
Fig. 7 is the structural schematic diagram that lacing wire net and antidetonation suspension and support are constructed in building of the invention；
Fig. 8 is the partial schematic diagram for the antidetonation suspension and support being fixed on constructional column in Fig. 7.
Specific embodiment
To keep the technical problem to be solved in the present invention, technical solution and advantage clearer, below in conjunction with attached drawing and tool
Body embodiment is described in detail.
On the one hand, the present invention provides a kind of antidetonation suspension and support, including vertical supporting, longitudinal bracing and lateral support, wherein
Lateral support is to adapt to 100-500mm, and preferably 100-200mm is mounted laterally the horizontal cross support in space.
In the present invention, lateral support is changed to the horizontal cross support that adaptation 100-500mm is mounted laterally space, it is thus thorough
Bottom solves the problem of narrow tight space arranges antidetonation suspension and support, especially its lateral support.
The structure of above-mentioned lateral support may include:
Steel channel connector realizes the vertical supporting phase with antidetonation suspension and support for connecting with the channel steel of the vertical supporting
Mutually fixed effect；
Column connector, for being connect with constructional column or structural column；
The steel channel connector and column connector by bolt be directly connected to or both between add connector and pass through
Bolt is attached.
Specifically, lateral support preferably uses following two structure type:
Lateral support structure form one:
As shown in Figs 1-4, steel channel connector 01 (can specifically pass through screw for connecting with the channel steel 08 of vertical supporting
06), horizontal including first longitudinal direction connecting plate 11 and the first cross connecting plate 12 for being connected to 11 end of first longitudinal direction connecting plate, first
It is preferably the tongue shape connecting plate extended to connecting plate 12, in order to be directly connected to column connector, first longitudinal direction connecting plate 11
The two sides of first cross connecting plate 12 are provided with the first triangle side wing plate 13, triangle can increase the resistance to compression of structure and resist
Mechanical property is drawn, improves the stability of connector, which is preferably right angled triangle；
Column connector 02 is for connecting (specifically can be by anchor bolt 07), including second longitudinal direction with constructional column 09 or structural column
Connecting plate 21 and the second cross connecting plate 22 for being connected to 21 middle and upper part of second longitudinal direction connecting plate, the second cross connecting plate 22 is preferably
For tongue shape connecting plate, in order to be directly connected to steel channel connector or other connectors, second longitudinal direction connecting plate 21 and second
The two sides of cross connecting plate 22 are provided with the second triangle side wing plate 23, and triangle can increase resistance to compression and the tensile mechanical of structure
Performance improves the stability of connector, which is preferably obtuse triangle；
The structure type one is suitable for the case where lateral space especially small (100-120mm), at this time the first cross connecting plate
12 and second cross connecting plate 22 be directly connected to by bolt 03 (such as link bolt).
Further, for steel channel connector 01, it can be set that there are two connecting holes 14 on first longitudinal direction connecting plate 11
And spacing is 35mm, so that two holes of the channel steel 08 with vertical supporting are correspondingly connected with, meanwhile, on the two hole apertures and channel steel
Open pore size size is close, to increase the convenience and flexibility of installation.
Slotted hole 15 there are two can be set on first cross connecting plate 12, is specifically as follows the aperture of combined shaped, should
The semicircle that combined shaped can be 6mm by two radiuses, and connect the rectangular shape that the length of the two semicircles is 8mm and splice
It forms, the aperture of this combined shaped is to adapt to different clipping room away from providing certain flexibility.Also, two slotted holes
15 intermediate distance can be 35mm, in order to flexibly be connect with other connectors or channel steel, meanwhile, two slotted holes 15
Preferably connective stability can be provided when connecting with other connectors.
Likewise, for column connector 02, can be set on first longitudinal direction connecting plate 21 there are three connecting hole 24 (such as
1, top, lower part 2), spacing can be 35mm, to be correspondingly connected with the hole on column；It can on second cross connecting plate 22
With setting, there are two slotted holes 25, are specifically as follows the aperture of combined shaped, which can be 6mm's by two radiuses
Semicircle, and connect the rectangular shape that the length of the two semicircles is 8mm and be spliced, the aperture of this combined shaped is to adapt to
Different clipping rooms is away from providing certain flexibility.Also, the intermediate distance of two slotted holes 25 can be 35mm, in order to
It is flexibly connect with other connectors or channel steel, meanwhile, two slotted holes 25 can provide more when connecting with other connectors
Connective stability well.
Slotted hole 15,25 on above-mentioned first cross connecting plate 12 and the second cross connecting plate 22 can be aligned with appropriate adjustment
Region provides the flexibility of the installation space of 16mm.
Lateral support structure form two:
As seen in figs. 5-6, steel channel connector 01 is identical as upper structure, including first longitudinal direction connecting plate 11 and is connected to first
The two sides of first cross connecting plate 12 of longitudinally connected 11 end of plate, first longitudinal direction connecting plate 11 and the first cross connecting plate 12 are set
It is equipped with the first triangle side wing plate 13；
Column connector 04 is identical as 01 structure of steel channel connector；
The structure type two is suitable for the case where lateral space bigger (120-500mm), at this time steel channel connector 01 and column
Connection channel steel 05 is additionally provided between connector 04, to increase the length of lateral support, steel channel connector 01 with connect channel steel 05
One end connected by bolt 03, column connector 04 with connect the other end of channel steel 05 also by the connection of bolt 03.This connection
Mode is capable of providing wider array of lateral support installation width range by means of connecting channel steel 05.
To sum up, the present invention provides a kind of compact lateral support antidetonation connector composite structure, structure is simple, can be with
Antidetonation lateral support is provided for pipeline layout suspension and support in small space, can effectively be subway in conjunction with BIM designing technique
It stands and other pipeline arrangement amounts is larger, and build the relatively narrow building in the interior space for the arrangement of these pipeline routes and provide
Antidetonation lateral support；And institute's consumption material is few, good economy performance；It is easy for installation, it can effectively improve the installation effect of worker during installation
Rate；In addition, the antidetonation connector composite structure can provide lateral support force for entire antidetonation support hanger structure, entire group
Structure stabilized structure is closed, anti-seismic performance greatly improves, good using rear safety；It is horizontal to be laterally supported on load level seismic force
When, power level is transmitted on structural body, when avoiding inclination lateral support, because of force resolution reason, stress is expanded；Because of drop
The low stress of material, also just reduces the mechanical requirements of material, thereby reduces the cost of material.This kind of antidetonation connector group
Close the lateral seismic support that structure solves that arrangement of the existing technology is intensive, can not install inclination and be connected to structure roof
The problem of antidetonation suspension and support can not be used under environment；And it reduces the complexity of lateral support structure, reduce its cost, mention
Its high installation effectiveness enhances its anti-seismic performance.
On the other hand, the present invention provides a kind of building, including above-mentioned antidetonation suspension and support.
In building of the invention, sky is mounted laterally since the lateral support of antidetonation suspension and support is changed to adaptation 100-500mm
Between horizontal cross support, thus thoroughly solve narrow tight space arrange antidetonation suspension and support, especially its lateral support
The problem of.
In order to further increase the performance that building bears lateral antidetonation shearing force, building is arranged in the middle part of the wall of constructional column
Circle is provided in horizontal direction | binder forms the construction lacing wire net of closure；At the position for having structural column, the antidetonation suspension and support
Lateral support be fixed on the structural column；Lateral support at the position of not structural column, the antidetonation suspension and support is fixed
On the constructional column.
In the present invention, as Figure 7-8, constructional column 503 and circle | the formation such as binder 502 and beam 504 are closed netted
Structure 501 (i.e. construction lacing wire net), the level of antidetonation suspension and support is laterally supported and fixed on constructional column, when an earthquake occurs, transmitting
Horizontal seismic force to antidetonation suspension and support lateral support is delivered to constructional column, carries this part seismic force by constructional column.
From the very first in the structure base slab of this layer, top is connected in beam and/or structure roof constructional column, in the middle part of constructional column, is led to
Cross circle | and binder (it is general in civil buildings often to claim binder, collar tie beam is generally often claimed in the buildings such as subway, is unified in the present invention
Circle | binder) connection reticulates, and general setting is enclosed together | binder, in the height of door, such as 2.3 meters of height.When high (or the layer of wall
It is high) more than 7 meters, twice circle should be set | binder.
In fig. 8,601 be antidetonation suspension and support vertical supporting, 602 for the present invention in lateral support above-mentioned, 603 be vertical
To support.It should be noted that be usually provided with and build a wall between constructional column 503 in Fig. 7, to form different rooms, circle |
Binder 502 is generally arranged at build a wall on, rather than it is hanging it is lofty be arranged between two constructional columns, understand circle in Fig. 7 | binder
Setting, therefore eliminate and build a wall.
In this way, earthquake sheet is passed through constructional column and circle | the construction lacing wire net that binder is formed is born, it is ensured that building is propped up with it
Hanger forms entirety, improves whole shock resistance.
In the present invention, building is preferably that subway station and other pipeline arrangement amounts are larger, and build interior for these pipes
The route building relatively narrow by the space arranged.
The above is a preferred embodiment of the present invention, it is noted that for those skilled in the art
For, without departing from the principles of the present invention, several improvements and modifications can also be made, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (9)
1. a kind of antidetonation suspension and support, including vertical supporting, longitudinal bracing and lateral support, which is characterized in that the lateral support
To adapt to the horizontal cross support that 100-500mm is mounted laterally space.
2. antidetonation suspension and support according to claim 1, which is characterized in that the lateral support include for it is described vertical
The steel channel connector that the channel steel of support connects and the column connector for being connect with constructional column or structural column, the steel channel connector
And column connector by bolt be directly connected to or both between add connector and be attached by bolt.
3. antidetonation suspension and support according to claim 2, which is characterized in that
The steel channel connector includes first longitudinal direction connecting plate and the first transverse direction for being connected to first longitudinal direction connecting plate end
The two sides of connecting plate, the first longitudinal direction connecting plate and the first cross connecting plate are provided with the first triangle side wing plate；
The column connector includes second longitudinal direction connecting plate and the second transverse direction for being connected to second longitudinal direction connecting plate middle and upper part
The two sides of connecting plate, the second longitudinal direction connecting plate and the second cross connecting plate are provided with the second triangle side wing plate；
First cross connecting plate and the second cross connecting plate are directly connected to by bolt.
4. antidetonation suspension and support according to claim 2, which is characterized in that
The steel channel connector includes first longitudinal direction connecting plate and the first transverse direction for being connected to first longitudinal direction connecting plate end
The two sides of connecting plate, the first longitudinal direction connecting plate and the first cross connecting plate are provided with the first triangle side wing plate；
The column connector is identical as the steel channel connector structure；
Connection channel steel, the steel channel connector and the connection channel steel are additionally provided between the steel channel connector and column connector
One end be bolted, the other end of the column connector and the connection channel steel is also by being bolted.
5. antidetonation suspension and support according to claim 3 or 4, which is characterized in that be provided on the first longitudinal direction connecting plate
Two connecting holes and spacing are 35mm；And/or first cross connecting plate is tongue shape connecting plate；And/or described first
Setting is there are two slotted hole on cross connecting plate and spacing is 35mm.
6. antidetonation suspension and support according to claim 3, which is characterized in that on the second longitudinal direction connecting plate there are three settings
Connecting hole and spacing are 35mm；And/or second cross connecting plate is tongue shape connecting plate；And/or second transverse direction
Setting is there are two slotted hole on connecting plate and spacing is 35mm.
7. a kind of building, which is characterized in that including antidetonation suspension and support as claimed in any one of claims 1 to 6.
8. building according to claim 7, which is characterized in that horizontal in the middle part of the wall of the building setting constructional column
Circle is provided on direction | binder forms the construction lacing wire net of closure；At the position for having structural column, the side of the antidetonation suspension and support
To being supported and fixed on the structural column；Lateral support at the position of not structural column, the antidetonation suspension and support is fixed on institute
It states on constructional column.
9. building according to claim 7, which is characterized in that the building is that subway station and other pipelines are arranged
Measure larger, and relatively narrow for the space of these pipeline routes arrangement in building building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811015233.3A CN109140049B (en) | 2018-08-31 | 2018-08-31 | Antidetonation suspension and support and building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811015233.3A CN109140049B (en) | 2018-08-31 | 2018-08-31 | Antidetonation suspension and support and building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109140049A true CN109140049A (en) | 2019-01-04 |
| CN109140049B CN109140049B (en) | 2019-07-23 |
Family
ID=64826011
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811015233.3A Active CN109140049B (en) | 2018-08-31 | 2018-08-31 | Antidetonation suspension and support and building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109140049B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109915659A (en) * | 2019-03-06 | 2019-06-21 | 中交建研（北京）设计咨询有限公司 | The comprehensive suspension and support of antidetonation and the building with the suspension and support |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020023990A1 (en) * | 1999-04-28 | 2002-02-28 | Heath Richard W. | Sway brace fitting |
| CN204554076U (en) * | 2015-04-14 | 2015-08-12 | 沈阳宏巨金属结构有限公司 | Rod-cable support hanger structure |
| CN205371806U (en) * | 2016-01-12 | 2016-07-06 | 深圳优力可科技股份有限公司 | Adjustable channel -section steel base |
| CN206054920U (en) * | 2016-09-21 | 2017-03-29 | 北京戴纳实验科技有限公司 | For the accessory of comprehensive suspension bracket |
| CN107288235A (en) * | 2017-08-14 | 2017-10-24 | 南通大通电气有限公司 | A kind of high-tensile antidetonation connector and antidetonation suspension and support |
-
2018
- 2018-08-31 CN CN201811015233.3A patent/CN109140049B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020023990A1 (en) * | 1999-04-28 | 2002-02-28 | Heath Richard W. | Sway brace fitting |
| CN204554076U (en) * | 2015-04-14 | 2015-08-12 | 沈阳宏巨金属结构有限公司 | Rod-cable support hanger structure |
| CN205371806U (en) * | 2016-01-12 | 2016-07-06 | 深圳优力可科技股份有限公司 | Adjustable channel -section steel base |
| CN206054920U (en) * | 2016-09-21 | 2017-03-29 | 北京戴纳实验科技有限公司 | For the accessory of comprehensive suspension bracket |
| CN107288235A (en) * | 2017-08-14 | 2017-10-24 | 南通大通电气有限公司 | A kind of high-tensile antidetonation connector and antidetonation suspension and support |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109915659A (en) * | 2019-03-06 | 2019-06-21 | 中交建研（北京）设计咨询有限公司 | The comprehensive suspension and support of antidetonation and the building with the suspension and support |
| CN109915659B (en) * | 2019-03-06 | 2019-12-24 | 中交建研（北京）设计咨询有限公司 | Anti-seismic comprehensive support and hanger and building with same |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109140049B (en) | 2019-07-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20110146173A1 (en) | Wall system for a building | |
| CN108951931B (en) | Antidetonation suspension and support, building and method for arranging | |
| US20160319534A1 (en) | Reversible module co-ordination system for buildings | |
| CN201245896Y (en) | Frame type box body structure combination assembled movable building | |
| CN109140049B (en) | Antidetonation suspension and support and building | |
| CN109763563A (en) | The comprehensive suspension and support of antidetonation and building | |
| CN204898923U (en) | Novel antidetonation wallboard | |
| KR101195308B1 (en) | Assembly type wall frame and zenith frame for house construction using said wall frame | |
| CN108999319A (en) | A kind of building curtain wall transverse direction clay rod system | |
| CN201722775U (en) | Safe shock-proof building framework | |
| CN109915659A (en) | The comprehensive suspension and support of antidetonation and the building with the suspension and support | |
| CN210887646U (en) | Subway engineering fire prevention plugging device easy to assemble | |
| CN109469211B (en) | Novel box house structure | |
| CN106854903B (en) | A kind of removable disaster relief room of antidetonation fire prevention | |
| CN207646886U (en) | The assembled arthitecutral structure that steel construction is combined with concrete structure | |
| CN208363384U (en) | Anti-seismic floorslab and its splicing construction | |
| CN206538863U (en) | The attachment structure of system of steel residential structure and steel structure column and steel structure girder | |
| US11624181B2 (en) | Disaster-resistant structure and method for securing disaster-resistant structures to a body of cast material | |
| CN215635422U (en) | Connecting component of steel cable type anti-seismic support and anti-seismic support hanging structure | |
| CN211646809U (en) | Novel heat-insulating mortar wall | |
| CN219120000U (en) | Double-truss bracket structure with bidirectional four-inclined support | |
| CN220152035U (en) | Bracket for installing comprehensive pipeline | |
| CN211037488U (en) | Roof structure based on assembled lightweight aggregate composite board | |
| CN217150795U (en) | Partition wall with light steel keel and vertical rib composite structure | |
| CN219671807U (en) | Structure for enhancing earthquake-resistant ductility in floor plane under large earthquake |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Bin Inventor after: Yu Lan Inventor after: Li Kun Inventor after: Jiang Wenhua Inventor before: Zhang Bin Inventor before: Yu Lan Inventor before: Li Kun Inventor before: Jiang Wenhua |
|
| CB03 | Change of inventor or designer information |