CN209114333U - A kind of combined steel structural unit block - Google Patents
A kind of combined steel structural unit block Download PDFInfo
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- CN209114333U CN209114333U CN201821758171.0U CN201821758171U CN209114333U CN 209114333 U CN209114333 U CN 209114333U CN 201821758171 U CN201821758171 U CN 201821758171U CN 209114333 U CN209114333 U CN 209114333U
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- bar member
- transverse bar
- cell block
- construction
- bolt hole
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Abstract
Supporting member majority in construction is off-standard size, processing need to be customized, amount is big and is not easily recycled recycling, the utility model discloses a kind of combined steel structural unit blocks, rod piece splicing is processed by fashioned iron to form, the cell block is cuboid steel structure frame, including transverse bar member, longitudinal bar member and reinforcing member, two structural plans up and down of the transverse bar member splicing composition steel structure frame, the longitudinal bar member vertically connects the incline of the endpoint composition steel structure frame of the structural plan, the reinforcing member is vertically set at the center of the upper and lower two longer transverse bar members, interval is evenly arranged with multiple bolts hole and is bolted connection by the bolt hole on the surface in each direction of all models steel rod elements, the utility model can also need to be spliced into the various structures shape such as square or stage body according to construction Formula, simple processing, support consolidate, combine it is quick, reusable, be suitable for a variety of construction sites.
Description
Technical field
The utility model relates to a kind of Construction Support components, and in particular to a kind of combined steel structural unit block belongs to soil
Wood engineering technical field.
Background technique
Domestic and abroad bridge, construction style are constantly brought forth new ideas, and structure constantly changes, from basis to lower part, the construction of superstructure
It is required to configure a large amount of supporting member, as erection construction bracket, the purposes such as branch master plate, goes along with sb. to guard him, protects, separates.Bridge,
The innovation that building construction technology is designed with structure constantly changes, but always indispensable supporting member.
Currently used way is, in conjunction with field condition, Design of Construction Organization to be worked out, wherein interim room according to design document
Room, precast beam field, material storage greenhouse, steel bar meter greenhouse, pier construction bracket, job platform etc. require largely to support
Component need to customize processing wherein most is off-standard size, and disposable investment is big, be not easily recycled after the completion of project, repeat benefit
With increase project cost.
Utility model content
The technical problem to be solved by the utility model is to overcoming the deficiencies in the prior art, a kind of combination is provided
Formula steel construction cell block, structurally reasonable, simple processing, support consolidate, it is quick, reusable to combine, and is suitable for a variety of apply
Workshop institute.
The utility model is adopted the technical scheme that in order to solve the technical problem: a kind of combined steel structural unit block, by
Fashioned iron be processed into rod piece splicing composition, the cell block be cuboid steel structure frame, including transverse bar member, longitudinal bar member and add
Strong rod piece, two structural plans up and down of transverse bar member splicing composition steel structure frame, described in the longitudinal bar member connection
The incline of the endpoint composition steel structure frame of structural plan, the reinforcing member are vertically set on two longer cross up and down
To on rod piece, interval is evenly arranged with multiple bolts hole, the transverse bar member on the surface in each direction of all models steel rod elements
It is mutually perpendicular to and passes through the bolt hole and be bolted connect with the longitudinal bar member, the reinforcing member passes through the bolt
Hole is bolted at the center for being connected to two transverse bar members.
When the cell block is slim-lined construction or splices along its length, set on the transverse bar member and the reinforcing member
It sets diagonal brace rod piece and improves the rigidity of structure, the both ends of the diagonal brace rod piece are provided with the bolt hole, and the upper end passes through the bolt
Hole is connected at the endpoint of the transverse bar member and the longitudinal bar member, and lower end is connected to the transverse direction by the bolt hole
At the endpoint of rod piece and the reinforcing member, simultaneously gusset plate is arranged in point of intersection in two sections of diagonal brace rod piece composition V-shape structures
Reinforce connection.
The cell block can also need to be spliced into the multiple structural forms such as square or stage body, the cell block according to construction
At least a kind of length specification, sets 1000*1000*2000mm as standard size.
The cell block can be fabricated to cross-section or variable cross-section form, when considering construction settlement, do line style adjustment, setting is pre-
Camber.
The beneficial effects of the utility model are:
1) cell block of different lengths and cross dimensions can be used in the utility model, is processed according to load-bearing, group
Can be using angle steel, channel steel, I-steel, square steel, steel pipe etc. at the rod piece of cell block, form of fracture can be rectangle, triangle, ladder
Cross-section, variable cross-section can be used in shape etc. along its length, forms not synteny, adapts to the needs of a variety of supports.
2) it is drilled with bolt hole on the rod piece of all directions of the utility model, can be spelled to top to bottom, left and right, front and rear front and back
It connects, can splice at the construction field (site), bulk can also be assembled into processing station-service gantry crane and be transported to on-site consolidation again into design shape
Formula, combining form multiplicity, assembly are convenient.
3) size of the utility model can be designed according to size common in construction, standardize its, regularization, and one
Secondary investment may be reused, and reduce project cost, can also carry out lease or all kinds of brackets are set up in professional assembly, cell block is assembled
The support system of composition, structure is simple, space gap is big, is convenient for operation and maintenance.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram that diagonal brace is added in Fig. 1；
Fig. 3 is bridge top construction supporting structure composition schematic diagram；
Fig. 4 is the front view of the solid high pier construction support construction composition of bridge；
Fig. 5 is the top view of Fig. 4；
Fig. 6 is the front view of beam making bench section structure；
Fig. 7 is the top view of Fig. 6.
Specific embodiment
The utility model is made further explanation in the following with reference to the drawings and specific embodiments:
Referring to Fig. 1-7, in figure, 1- cell block, 101- transverse bar member, 102- longitudinal bar member, 103- reinforcing member, 104- spiral shell
Keyhole, 105- diagonal brace rod piece, 106- gusset plate, 2- support pier, 3- bottom plate, 4- concrete foundation, 5- pre-embedded bolt, 6- work are flat
Platform, 7- template, 8- combine pedestal.
Embodiment 1: as shown in Figure 1 and Figure 2, a kind of combined steel structural unit block is processed into rod piece splicing group by fashioned iron
At cell block 1 is cuboid steel structure frame, including transverse bar member 101, longitudinal bar member 102 and reinforcing member 103, transverse bar
Two structural plans up and down of the splicing composition steel structure frame of part 101, the endpoint of 102 connection structure plane of longitudinal bar member form steel
The incline of structural framing, reinforcing member 103 are vertically set in two longer transverse bar members 101 up and down, all models steel rod elements
Interval is evenly arranged with multiple bolts hole 104 on the surface in each direction, and transverse bar member 101 and longitudinal bar member 102 mutually hang down
Direct join is bolted connection by bolt hole 104, and reinforcing member 103 is bolted by bolt hole 104 and is connected to two
At the center of transverse bar member 101.
When cell block 1 is slim-lined construction or splices along its length, setting is oblique in transverse bar member 101 and reinforcing member 103
Strut member 105 improves the rigidity of structure, and the both ends of diagonal brace rod piece 105 are provided with bolt hole 104, and the upper end is connected by bolt hole 104
It connects at the endpoint of transverse bar member 101 and longitudinal bar member 102, lower end is connected to transverse bar member 101 and is added by bolt hole 104
At the endpoint of strong rod piece 103, two sections of diagonal brace rod pieces 105 form V-shape structure and reinforce connecting in point of intersection setting gusset plate 106
It connects.
Cell block 1 can also need to be spliced into according to construction the multiple structural forms such as square or stage body, the cell block 1 to
A kind of rare length specification sets 1000*1000*2000mm as standard size, and the cell block 1 can be fabricated to cross-section or change
Section form when considering construction settlement, does line style adjustment, sets camber.
Embodiment 2: as shown in figure 3, setting up bridge top (Cast-in-Situ Continuous Beam) construction supporting pier 2 with cell block 1.
According to the difference of the absolute altitude of ground elevation and bottom plate 3 after compacting, the thickness and support pier 2 of concrete foundation 4 are calculated
Height, the suitable cell block 1 that selects size carries out assembly, when casting concrete basis 4 is pre-buried connect with support pier 2 it is pre-buried
Bolt 5, if there is big gap with the contact surface of 4 top surface of concrete foundation, clogs sheet metal tune after support pier 2 is in place
It is flat, pre-embedded bolt 5 and support pier 2 are tightened with nut, 2 verticality of support pier or the default gradient is checked, is set in the top surface of support pier 2
Sand Bucket, lumps of wood adjustment absolute altitude are set, bottom plate is laid with.
Embodiment 3: as shown in Figure 4, Figure 5, the solid high pier construction support working platform 6 of bridge is set up with cell block 1.
According to first layer construction height, the height of concrete foundation 4 and the height of support pier 2 are determined, select size suitable
Cell block 1, original ground is flattened and is compacted, casting concrete basic 4 is simultaneously set by assembled " returning " font workbench 6 and support pier 2
Pre-embedded bolt 5 is set, workbench 6 is bonded by pre-embedded bolt 5 with basis, installs assembled good support pier 2, then whole
Body lifts second layer workbench, until design height, installs fence on most upper one layer of workbench 6, is laid with springboard, reinforcing bar
After being installed, workbench 6 and template 7 are connected with stay-bolt.
After first segment pier construction, lower half portion template 7 is removed, over-form construction technique is taken, constructed according to every section
Highly, assembled integral construction rack, three layers as shown in Figure 3, whole rack can integral hoisting be just in installation on ground, each overmolded
Position and lower section workbench 6 connect, and pour to Dun Ding, can be used as pier cap construction bracket, can if top is cast-in-place continuous structure
As portion support, top construction loads is supported jointly with intermediate support.
Embodiment 4: as shown in Figure 6, Figure 7, with the assembled beam slab Prefabricated composite pedestal 8 of cell block 1.
When casting concrete basis 4, according to different beam slab models and prefabricated sequence, the cell block 1 for selecting size suitable,
The top surface of concrete foundation 4 is buried corresponding pre-embedded bolt 5, concrete foundation 4 and cell block 1 and is connected by pre-embedded bolt 5, single
The top bolt of first block 1 is connect with bottom plate 3, when pedestal needs to widen, widened section respectively with concrete foundation 4 and former unit
Block 1 is attached, and re-lays the connection of bottom plate 3.
The utility model is widely used, in highway, railway, building field to set up one off houses, guardrail enclosure wall, storage
Greenhouse, the greenhouse that gathers materials, pier construction bracket effect are preferable, and support is used as in road widening project rebuilding construction, goes along with sb. to guard him, separate, peace
It is complete firm, when beam slab precasting yard is built in narrow place, different location can be set on the basis of one kind according to different beam slab models
Pre-embedded bolt, can be in same pedestal by cell block change in size by bolt hole and basis and the connection of different bottom plate
The beam slab of upper prefabricated different model, the effect for playing and reducing land occupation, improve pedestal utilization rate.
The above descriptions are merely preferred embodiments of the present invention, not makees in any form to the utility model
Limitation, it is made by the above technical examples according to the technical essence of the present invention it is any it is simple modification, equivalent variations with
Modification, is still within the scope of the technical solutions of the present invention.
Claims (4)
1. a kind of combined steel structural unit block is processed into rod piece splicing by fashioned iron and forms, it is characterised in that: the cell block
It (1) is cuboid steel structure frame, including transverse bar member (101), longitudinal bar member (102) and reinforcing member (103), the transverse direction
Two structural plans up and down of rod piece (101) splicing composition steel structure frame, it is flat that the longitudinal bar member (102) connects the structure
The incline of the endpoint composition steel structure frame in face, the reinforcing member (103) are vertically set on two longer cross up and down
To on rod piece (101), interval is evenly arranged with multiple bolts hole (104), institute on the surface in each direction of all models steel rod elements
Transverse bar member (101) and the longitudinal bar member (102) are stated to be mutually perpendicular to and by the bolt hole (104) company of being bolted
It connects, the reinforcing member (103) is bolted by the bolt hole (104) is connected to two transverse bar members (101)
Center at.
2. a kind of combined steel structural unit block according to claim 1, it is characterised in that: the cell block (1) is thin
Long structure or when splicing along its length, is arranged diagonal brace rod piece on the transverse bar member (101) and the reinforcing member (103)
(105) rigidity of structure is improved, the both ends of the diagonal brace rod piece (105) are provided with the bolt hole (104), and the upper end passes through described
Bolt hole (104) is connected at the endpoint of the transverse bar member (101) and the longitudinal bar member (102), and lower end passes through described
Bolt hole (104) is connected at the endpoint of the transverse bar member (101) and the reinforcing member (103), two sections of hounds
Part (105) forms V-shape structure and reinforces connection in point of intersection setting gusset plate (106).
3. a kind of combined steel structural unit block according to claim 1, it is characterised in that: the cell block (1) may be used also
Need to be spliced into the multiple structural forms such as square or stage body according to construction, at least a kind of length specification of cell block (1),
1000*1000*2000mm is set as standard size.
4. a kind of combined steel structural unit block according to claim 1, it is characterised in that: the cell block (1) can make
It is made cross-section or variable cross-section form, when considering construction settlement, line style adjustment is done, sets camber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821758171.0U CN209114333U (en) | 2018-10-29 | 2018-10-29 | A kind of combined steel structural unit block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821758171.0U CN209114333U (en) | 2018-10-29 | 2018-10-29 | A kind of combined steel structural unit block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209114333U true CN209114333U (en) | 2019-07-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821758171.0U Active CN209114333U (en) | 2018-10-29 | 2018-10-29 | A kind of combined steel structural unit block |
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| CN (1) | CN209114333U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960960A (en) * | 2022-06-24 | 2022-08-30 | 浙江欧拉钢结构科技有限公司 | Steel structure and combined building installation method thereof |
-
2018
- 2018-10-29 CN CN201821758171.0U patent/CN209114333U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960960A (en) * | 2022-06-24 | 2022-08-30 | 浙江欧拉钢结构科技有限公司 | Steel structure and combined building installation method thereof |
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