CN206917262U - A kind of stiffness steel beam bearing of convenient unloading - Google Patents
A kind of stiffness steel beam bearing of convenient unloading Download PDFInfo
- Publication number
- CN206917262U CN206917262U CN201720811733.2U CN201720811733U CN206917262U CN 206917262 U CN206917262 U CN 206917262U CN 201720811733 U CN201720811733 U CN 201720811733U CN 206917262 U CN206917262 U CN 206917262U
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- stiffness
- steel
- girder steel
- beam bearing
- steel beam
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Abstract
The utility model discloses a kind of stiffness steel beam bearing of convenient unloading, including formwork-support, wooden a tree, used in making timber for boats and stiffness girder steel, the top of the formwork-support is provided with wooden a tree, used in making timber for boats, the top of wooden a tree, used in making timber for boats is provided with stiffness girder steel bed die, stiffness girder steel bottom reinforcing bar is uniformly provided with stiffness girder steel bed die, it is interrupted on the bottom stiffness girder steel bed die of the stiffness girder steel bottom reinforcing bar and equidistant is provided with cushion block of concrete bar protective layer, and the top of stiffness girder steel bed die is provided with stiffness girder steel, the stiffness girder steel segmented assembly portion that two neighboring stiffness girder steel is all provided with by stiffness girder steel both ends is fixedly connected, the bottom of the stiffness girder steel is provided with steel beam bearing, the opening position of the corresponding steel beam bearing in stiffness girder steel bed die top is provided with and steel beam bearing, the girder steel base to match, and the side of steel beam bearing is provided with steel beam bearing side plate perforate.The utility model can directly remove bearing, realize unloading purpose, substantially reduce the construction period of stiffness steel beam steel bar colligation erection, improve efficiency.
Description
Technical field
Technical field of building construction is the utility model is related to, specially a kind of stiffness steel beam bearing of convenient unloading.
Background technology
Stiffness steel beam bearing combining structure component is made up of concrete, shaped steel, longitudinal reinforcement and stirrup, and basic building block is beam
And post, strengthening concrete composition structure are divided into entire infrastructure component and used using the structure and part-structure component of strengthening concrete
The structure of strengthening concrete, strengthening concrete has intensity height, sectional dimension of members small and grip of concrete is strong, it is mixed to save
Solidifying soil, increase use space, reduce construction costs, improve the advantages that construction quality.
But traditional stiffness steel beam bearing engineering time length, installation, demolition works amount are big, it is necessary to consume substantial amounts of work
Power, in-convenience in use.
Utility model content
The purpose of this utility model is to provide a kind of stiffness steel beam bearing of convenient unloading, to solve above-mentioned background technology
The problem of middle proposition.
To achieve the above object, the utility model provides following technical scheme：A kind of stiffness steel beam bearing of convenient unloading,
Including formwork-support, wooden a tree, used in making timber for boats and stiffness girder steel, the top of the formwork-support is provided with wooden a tree, used in making timber for boats, and the both ends of wooden a tree, used in making timber for boats are all fixed
There is rigid steel pile, the top of the wooden a tree, used in making timber for boats is provided with stiffness girder steel bed die, stiffness girder steel bottom steel is uniformly provided with stiffness girder steel bed die
Muscle, and interruption is provided with longitudinal reinforcement straight thread mechanical splice, the stiffness girder steel bottom between two neighboring stiffness girder steel bottom reinforcing bar
Be interrupted on the bottom stiffness girder steel bed die of reinforcing bar it is equidistant be provided with cushion block of concrete bar protective layer, and the top of stiffness girder steel bed die is provided with
Stiffness girder steel, the stiffness girder steel segmented assembly portion that two neighboring stiffness girder steel is all provided with by stiffness girder steel both ends are fixedly connected,
The bottom of the stiffness girder steel is provided with steel beam bearing, and the opening position of the corresponding steel beam bearing in stiffness girder steel bed die top is provided with and girder steel
Bearing, the girder steel base to match, and the side of steel beam bearing are provided with steel beam bearing side plate perforate.
Preferably, the steel beam bearing is welded to each other with girder steel base and is fixedly connected, and steel beam bearing welds with girder steel base
Meet place and be provided with bearing welding piece.
Preferably, the rigid steel pile is i-beam structure.
Preferably, the formwork-support is fixedly connected by connector by the steel pipe being staggered and formed.
Preferably, all it is provided with styletable anchor bar on the both ends stiffness girder steel bed die of the stiffness girder steel bottom reinforcing bar.
Compared with prior art, the beneficial effects of the utility model are：The stiffness steel beam bearing of the convenient unloading, beam bottom steel
Muscle can be laid in advance, and the Bar Anchorage at bearing is easy for construction, and beam bottom reinforcing bar can be installed directly at bearing, during installation
It can be connected by straight thread mechanical splice, carry out bar connecting without being segmented to bend, beam bottom longitudinal reinforcement machinery spreading can be direct
Operated in template, eliminate the advance spreading of traditional construction technique reinforcing bar and lift the operation to beam bottom board again, the two of bearing
Perforate is distinguished on side plate, facilitates concrete to enter and makes inside, avoid the formation of bearing boring, avoid traditional construction technique
First loosening part shuttering supporting, remove the way that local end template removes bearing again, the utility model can directly remove bearing,
Unloading purpose is realized, the construction period of stiffness steel beam steel bar colligation erection is substantially reduced, improves efficiency.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model；
Fig. 2 is formwork-support structural representation of the present utility model；
Fig. 3 is steel beam bearing of the present utility model and girder steel base combination structural representation；
Fig. 4 is partial structural diagram of the present utility model.
In figure：1- wood a tree, used in making timber for boats；2- stiffness girder steel bed dies；3- stiffness girder steel segmented assemblies portion；4- stiffness girder steels；5- reinforcing bars are protected
Layer cushion block；6- stiffness girder steels bottom reinforcing bar；7- steel beam bearing side plate perforates；8- steel beam bearings；9- longitudinal reinforcement straight thread machineries connect
Head；10- rigid steel piles；11- formwork-supports；12- steel pipes；13- connectors；14- girder steel bases；15- styletable anchor bars.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Refer to Fig. 1-4, a kind of embodiment provided by the utility model：A kind of stiffness steel beam bearing of convenient unloading, bag
Formwork-support 11, wooden a tree, used in making timber for boats 1 and stiffness girder steel 4 are included, formwork-support 11 is consolidated by the steel pipe 12 being staggered by connector 13
Surely connect and compose, the top of formwork-support 11 is provided with wooden a tree, used in making timber for boats 1, and the both ends of wooden a tree, used in making timber for boats 1 are all fixed with rigid steel pile 10, stiffness steel
Post 10 is i-beam structure, and the top of wooden a tree, used in making timber for boats 1 is provided with stiffness girder steel bed die 2, stiffness girder steel is uniformly provided with stiffness girder steel bed die 2
Bottom reinforcing bar 6, and interruption is provided with longitudinal reinforcement straight thread mechanical splice 9, stiffness girder steel between two neighboring stiffness girder steel bottom reinforcing bar 6
Styletable anchor bar 15, the bottom stiffness steel of stiffness girder steel bottom reinforcing bar 6 are all provided with the both ends stiffness girder steel bed die 2 of bottom reinforcing bar 6
Be interrupted on beam bottom board 2 it is equidistant be provided with cushion block of concrete bar protective layer 5, and the top of stiffness girder steel bed die 2 is provided with stiffness girder steel 4, phase
The stiffness girder steel segmented assembly portion 3 that adjacent two stiffness girder steels 4 are all provided with by the both ends of stiffness girder steel 4 is fixedly connected, stiffness girder steel 4
Bottom be provided with steel beam bearing 8, the opening position of the corresponding steel beam bearing 8 in the top of stiffness girder steel bed die 2 is provided with and the phase of steel beam bearing 8
The girder steel base 14 matched somebody with somebody, steel beam bearing 8 are welded to each other with girder steel base 14 and are fixedly connected, and steel beam bearing 8 and girder steel base 14
Weld is provided with bearing welding piece, and the side of steel beam bearing 8 is provided with steel beam bearing side plate perforate 7.
Operation principle：In use, setting up formwork-support 11 by connector 13 first with steel pipe 12, wooden a tree, used in making timber for boats 1 is on request
Carry out arch camber, laying stiffness girder steel bed die 2, after having laid stiffness girder steel bed die 2, so that it may stiffness girder steel bottom reinforcing bar 6 is mounted directly,
Then Lifting Capacity and correlated condition are pressed, section length and the position of stiffness girder steel 4 is determined, is lifted, treats all to have lifted
Afterwards, the glacing flatness of stiffness girder steel 4 and the adjustment of pre- springing quantum are carried out, welding is segmented the piece between stiffness girder steel 4, weld seam detection
Acceptance(check), after the reinforcing bar colligation in place of beam bottom, the position of steel beam bearing is adjusted according to the pre- springing quantum of the glacing flatness of stiffness girder steel 4
Put, the welding piece of bearing both sides is cut, realize that girder steel unloads purpose, allow stiffness girder steel muscle straight 4 to connect the strength for being supported on both ends
Property steel column 10 on, finally carry out reinforcing bar colligation and next procedure.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Claims (5)
1. a kind of stiffness steel beam bearing of convenient unloading, including formwork-support（11）, wooden a tree, used in making timber for boats（1）With stiffness girder steel（4）, it is special
Sign is：The formwork-support（11）Top be provided with wooden a tree, used in making timber for boats（1）, and wooden a tree, used in making timber for boats（1）Both ends be all fixed with rigid steel pile
（10）, the wooden a tree, used in making timber for boats（1）Top be provided with stiffness girder steel bed die（2）, stiffness girder steel bed die（2）On be uniformly provided with stiffness girder steel bottom
Reinforcing bar（6）, and two neighboring stiffness girder steel bottom reinforcing bar（6）Between interruption be provided with longitudinal reinforcement straight thread mechanical splice（9）, it is described
Stiffness girder steel bottom reinforcing bar（6）Bottom stiffness girder steel bed die（2）Upper interruption is equidistant to be provided with cushion block of concrete bar protective layer（5）, and strength
Property girder steel bed die（2）Top be provided with stiffness girder steel（4）, two neighboring stiffness girder steel（4）All pass through stiffness girder steel（4）Both ends are set
Some stiffness girder steel segmented assembly portions（3）It is fixedly connected, the stiffness girder steel（4）Bottom be provided with steel beam bearing（8）, stiffness steel
Beam bottom board（2）Top corresponds to steel beam bearing（8）Opening position be provided with and steel beam bearing（8）, the girder steel base that matches（14）, and
Steel beam bearing（8）Side be provided with steel beam bearing side plate perforate（7）.
A kind of 2. stiffness steel beam bearing of convenient unloading according to claim 1, it is characterised in that：The steel beam bearing
（8）With girder steel base（14）It is welded to each other and is fixedly connected, and steel beam bearing（8）With girder steel base（14）Weld welds provided with bearing
Connect piece.
A kind of 3. stiffness steel beam bearing of convenient unloading according to claim 1, it is characterised in that：The rigid steel pile
（10）For i-beam structure.
A kind of 4. stiffness steel beam bearing of convenient unloading according to claim 1, it is characterised in that：The formwork-support
（11）By the steel pipe being staggered（12）Pass through connector（13）It is fixedly connected with composition.
A kind of 5. stiffness steel beam bearing of convenient unloading according to claim 1, it is characterised in that：The stiffness girder steel bottom
Reinforcing bar（6）Both ends stiffness girder steel bed die（2）On be all provided with styletable anchor bar（15）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720811733.2U CN206917262U (en) | 2017-07-06 | 2017-07-06 | A kind of stiffness steel beam bearing of convenient unloading |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720811733.2U CN206917262U (en) | 2017-07-06 | 2017-07-06 | A kind of stiffness steel beam bearing of convenient unloading |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206917262U true CN206917262U (en) | 2018-01-23 |
Family
ID=61335657
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720811733.2U Expired - Fee Related CN206917262U (en) | 2017-07-06 | 2017-07-06 | A kind of stiffness steel beam bearing of convenient unloading |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206917262U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025274A (en) * | 2018-09-03 | 2018-12-18 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of U-shaped upper beam module of cast-in-place concrete and connection inserted sheet |
-
2017
- 2017-07-06 CN CN201720811733.2U patent/CN206917262U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025274A (en) * | 2018-09-03 | 2018-12-18 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of U-shaped upper beam module of cast-in-place concrete and connection inserted sheet |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180123 Termination date: 20180706 |