CN206477356U - Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction - Google Patents
Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction Download PDFInfo
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- CN206477356U CN206477356U CN201621478050.1U CN201621478050U CN206477356U CN 206477356 U CN206477356 U CN 206477356U CN 201621478050 U CN201621478050 U CN 201621478050U CN 206477356 U CN206477356 U CN 206477356U
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- support plate
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- floor support
- steel bar
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- 230000010354 integration Effects 0.000 claims abstract description 6
- 229910000838 Al alloy Inorganic materials 0.000 claims description 8
- 238000007493 shaping process Methods 0.000 claims 1
- 125000006850 spacer group Chemical group 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 description 5
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- 230000004048 modification Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 241000221931 Hypomyces rosellus Species 0.000 description 1
- 206010054949 Metaplasia Diseases 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
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- 238000007598 dipping method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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- 230000007306 turnover Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model discloses a kind of mounting structure of steel bar truss floor support plate in underground pipe gallery construction, including：Firmware is drawn, reserves in the top of the wall of piping lane, draws firmware to extend outward wall sidepiece；Wall cage bar is also reserved with the top of wall, wall cage bar is extended upward at the top of wall；Armpit mould is supported, the bottom of support armpit mould is posted by the sidepiece of the wall on the inside of piping lane and is fixed on drawing firmware, and the top of support armpit mould is bent to form the face of lifting；The face that lifts of support armpit mould at the top of neighboring walls is flush；Floor support plate side form, the sidepiece for the wall being posted by the outside of piping lane is simultaneously fixed on drawing firmware；Steel bar truss floor support plate, integration is lifted on the lifting on face of support armpit mould at the top of neighboring walls；Muscle is constructed, is fixedly connected between steel bar truss floor support plate and wall cage bar.The utility model utilizes the split bolt being arranged at the top of wall and support armpit mould, carrys out spacer bar truss floor support plate, without support during construction, effectively improves efficiency of construction, greatly shorten the duration.
Description
Technical field
The utility model is related to the realm of building construction, more particularly to a kind of steel bar truss floor support plate is in underground pipe gallery construction
Mounting structure.
Background technology
The construction of Urban Underground pipe gallery is being carried out energetically by country, and it can thoroughly solve road " slide fastener ", eliminates
In the air " cobweb ", the social benefit of road is given full play to, city integral image is lifted.Therefore in piping lane work progress, such as
What can be rapidly completed construction task as urgent problem to be solved on the premise of guaranteeing both quality and quantity.Traditional structure top board construction
The templates such as used wooden model, aluminum dipping form are difficult to meet high standard, high-quality piping lane construction requirement, need to install a large amount of interim branch
Support, labour demand is high, increases construction cost, and turnover rate is low, and waste and old template causes certain destruction to environment.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of steel bar truss floor support plate in underground pipe gallery construction
Mounting structure, without setting support system, can integrated lifting construction, when saving the construction of reinforcing bar colligation and form removable
Between, efficiency of construction is not only increased, and construction quality can be improved, and reduce cost.
To realize above-mentioned technique effect, the utility model discloses a kind of steel bar truss floor support plate in underground pipe gallery construction
Mounting structure, including：
Firmware is drawn, is reserved in the top of the wall of piping lane, and the sidepiece for drawing firmware to extend outward the wall；Wall
The top of body is also reserved with wall cage bar, and the wall cage bar extends upward the top of the wall；
Armpit mould is supported, the bottom of the support armpit mould is posted by the sidepiece of the wall on the inside of piping lane and is fixed on described
Firmware is drawn, the top of the support armpit mould is bent to form the face of lifting；The support armpit mould at the top of neighboring walls lifts face phase
Flush；
Floor support plate side form, the sidepiece for the wall being posted by the outside of piping lane is simultaneously fixed on the drawing firmware；
Steel bar truss floor support plate, integration is lifted on the lifting on face of the support armpit mould at the top of neighboring walls；And
Muscle is constructed, is fixedly connected between the steel bar truss floor support plate and the wall cage bar.
Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction, which is further improved, to be, described to draw solid
Part is split bolt, and the split bolt wears and is fixed on the top of the wall, and the two ends of the split bolt are to extension
Stretch out the both sides of the wall.
Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction, which is further improved, to be, the support
The bottom of armpit mould, which is provided with to offer on the first pulling eye worn for the end of the split bolt, the floor support plate side form, supplies institute
State the second pulling eye that the end of split bolt is worn.
Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction, which is further improved, to be, the support
Armpit mould uses regularization aluminium alloy haunch template.
Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction, which is further improved, to be, the support
The portion that reclines for being posted by the wall sidepiece is formed at the bottom of armpit mould, and the top of the support armpit mould, which is formed, is supported on steel bar girder
The support of floor support plate bottom, it is described to lift the top surface that face is formed at the support；It is described recline portion with it is described lift portion it
Between be provided with corner connecting portion.
Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction, which is further improved, to be, the support
Recline portion, the support and the corner connecting portion of armpit mould are integrally formed using regularization aluminium alloy haunch template.
Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction, which is further improved, to be, the construction
Muscle includes being fixed on the wall cage bar, the level in the middle part of horizontal tension rib and oblique tension rib, the horizontal tension rib
The two ends of tension rib are fixedly connected on the steel bar truss floor support plate for facing side；The oblique drawknot of oblique tension rib is in the wall
Between body cage bar and the steel bar truss floor support plate for facing side.
The utility model makes it have following beneficial effect as a result of above technical scheme：
(1) using the split bolt and support armpit mould being arranged at the top of wall, spacer bar truss floor support plate is carried out, instead of passing
The temporary supporting system of system, without support during construction, reduces live reinforcing bar binding work amount, effectively improves efficiency of construction, significantly
Shorten the duration；
(2) steel bar girder floor plates are integrally lifted, and are accelerated speed of application, are met the linear construction requirement of underground pipe gallery；
(3) support armpit mould uses regularization aluminium alloy haunch template, and steel bar girder floor plates are integrally lifted, and realize factory
Metaplasia is produced, and is easy to control bar spacing, protective layer thickness, is improved construction quality；
(4) armpit mould convenient disassembly is supported, can be used repeatedly, saving steel, meet green construction requirement.
Brief description of the drawings
Fig. 1 is the structural representation of mounting structure of the utility model steel bar truss floor support plate in underground pipe gallery construction.
Fig. 2 is the knot of the support armpit mould of mounting structure of the utility model steel bar truss floor support plate in underground pipe gallery construction
Structure schematic diagram.
Fig. 3 is the floor support plate side form of mounting structure of the utility model steel bar truss floor support plate in underground pipe gallery construction
Structural representation.
Fig. 4 is the structure of the construction muscle of mounting structure of the utility model steel bar truss floor support plate in underground pipe gallery construction
Schematic diagram.
Fig. 5 and Fig. 6 is the construction shape of mounting structure of the utility model steel bar truss floor support plate in underground pipe gallery construction
State schematic diagram.
Embodiment
Below in conjunction with the accompanying drawings and embodiment is described in further detail to the utility model.
Illustrate embodiment of the present utility model below by way of specific instantiation, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages of the present utility model and effect easily.The utility model can also be by addition
Different embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With, without departing from it is of the present utility model spirit under carry out various modifications or alterations.
The utility model mainly provides mounting structure and construction of a kind of steel bar truss floor support plate in underground pipe gallery construction
Method, support system need not be set using the utility model, can integrated lifting construction, save reinforcing bar colligation and form removable
Engineering time, not only increase efficiency of construction, and construction quality can be improved, and reduce cost.
First, refer to shown in Fig. 1, Fig. 1 is peace of the utility model steel bar truss floor support plate in underground pipe gallery construction
The structural representation of assembling structure.Mounting structure of the utility model steel bar truss floor support plate in underground pipe gallery construction is main by steel
Muscle truss floor support plate 11, drawing firmware 12, support armpit mould 13, floor support plate side form 14 and construction muscle 15 are constituted.Underground pipe gallery is by bottom plate
21st, on bottom plate 21 multiaspect wall 22 and top plate composition to be onstructed, the utility model are made using steel bar truss floor support plate
Constructed for backform the top plate of underground pipe gallery.
Wherein, firmware 12 is drawn to use split bolt, during wall 22 of constructing, split bolt is reserved in wall 22
Top, split bolt wears and is fixed on the top of wall 22, and the two ends of split bolt extend outward the two of wall 22
Side.The top of wall 22 is also reserved with wall cage bar 221, and wall cage bar 221 extends upward the top of wall 22.Draw firmware 12
In addition to using split bolt, the conversion bodies such as the Screw arbor with nut at both-ends and elastic screw rod of phase same-action can have also been used.
Coordinate shown in Fig. 2, Fig. 2 is mounting structure of the utility model steel bar truss floor support plate in underground pipe gallery construction
Support the structural representation of armpit mould.Support armpit mould 13 in the utility model uses regularization aluminium alloy haunch template, supports armpit
The bottom of mould 13 is posted by the sidepiece of the wall 22 on the inside of piping lane and is fixed on drawing firmware 12, the top bent of support armpit mould 13
The face 130 that lifts into the face that lifts 130, and the support armpit mould 13 at the top of neighboring walls 22 is flush.
Coordinate again shown in Fig. 3, Fig. 3 is mounting structure of the utility model steel bar truss floor support plate in underground pipe gallery construction
Floor support plate side form structural representation.The bottom of floor support plate side form 14 in the utility model is posted by the wall on the outside of piping lane
The 22 sidepiece outside of the outermost two sides wall of piping lane (be located at) is simultaneously fixed on drawing firmware 12, the top of floor support plate side form 14 to
Upper extension, is used as the side form of piping lane top plate.
Further, the bottom of support armpit mould 13 is provided with the first pulling eye worn for the end of split bolt, floor support plate
The second pulling eye worn for the end of split bolt is offered on side form 14.Drawn in support armpit mould 13 by the first Dui thereon
After hole is installed on split bolt, fixed using nut, the lower end for supporting armpit mould 13 is fixed on to the sidepiece of wall 22.
After floor support plate side form 14 is installed on split bolt by the second pulling eye thereon, fixed using nut, by building
The lower end of board side form 14 is fixed on the sidepiece of wall 22.
As shown in Fig. 2 the portion 131 that reclines for being posted by the sidepiece of wall 22, support armpit mould 13 are formed at the bottom of support armpit mould 13
Top formed and be supported on the support 132 of the bottom of steel bar truss floor support plate 11, lift face 130 and be formed at the support 132
Top surface；Portion 131 and lift corner connecting portion 133, the corner connecting portion 133 are provided between portion 132 in reclining for support armpit mould 13
Angle between the portion of reclining 131 is about 135 °, relative to horizontally disposed support 132 directly is arranged on into what is be vertically arranged
Recline the top in portion 131, by setting the corner connecting portion 133 in certain angle of inclination, can avoid support 132 and the portion that reclines
The stress concentration of 131 junctions, improves weight bearing power.Wherein, the portion 131 that reclines, support 132 and the corner of support armpit mould 13 connect
Socket part 133 is integrally formed using regularization aluminium alloy haunch template, repeatable to be used in turn, and has bad luck convenient, flexible.
The integration of steel bar truss floor support plate 11 is lifted on the lifting on face 130 of the support armpit mould 13 at the top of neighboring walls 22,
Steel bar truss floor support plate is to belong to one kind that floor support plate is combined without support die mould, is made up of contour plate and steel bar girder, reinforcing bar purlin
Frame is that, in backstage processing space patterning process, site operation needs first to fix contour plate on the body construction using peg, then puts
Put steel bar girder and carry out colligation, check and accept after-pouring concrete.The utility model is used the contour plate of steel bar truss floor support plate 11
After being fixed in advance with steel bar girder, the steel bar girder and body junction of steel bar truss floor support plate 11 are then fixed in integration lifting again
Structure.When steel bar truss floor support plate 11 is lifted, steel bar truss floor support plate 11 is supported using armpit mould 13 is supported, it is to avoid install supporting
Steel pipe system, saves the expense of artificial and backing material, effectively reduces cost, in construction, only need to be in construction piping lane wall
When reserved at the top of wall and draw firmware 13, support armpit mould 13 is installed using firmware 13 is drawn just can be to steel bar truss floor support plate 11
Good support effects are played, without the erection construction of cumbersome supporting steel pipe system, working procedure is simplified, improves construction
Efficiency.Meanwhile, can be effective by the way that the face 130 that lifts of the support armpit mould 13 at the top of neighboring walls 22 to be set to be mutually flush
Ensure install after steel bar truss floor support plate 11 levelness, and make all installations steel bar truss floor support plate 11 be all located at it is same
Setting height(from bottom), meets the linear construction requirement of underground pipe gallery.
Finally, with reference to shown in Fig. 4 and Fig. 1, Fig. 4 is the utility model steel bar truss floor support plate in underground pipe gallery construction
The structural representation of the construction muscle of mounting structure.In order to improve the positional precision of steel bar truss floor support plate 11, construction muscle 15 is consolidated
Surely it is connected between steel bar truss floor support plate 11 and the wall cage bar 221 of wall 22.Specifically, construction muscle 15 includes horizontal drawknot
Muscle 151 and oblique tension rib 152, horizontal tension rib 151 are horizontally disposed with, and wall cage bar 221, horizontal tension rib are fixed in its middle part
151 two ends are fixedly connected on the steel bar truss floor support plate 11 for facing side；The oblique drawknot of oblique tension rib 152 is in wall cage bar 221
With facing between the steel bar truss floor support plate 11 of side.Wall cage bar 221 is welded with steel bar truss floor support plate 11 using muscle 15 is constructed
Connection, to ensure the positional accuracy of steel bar truss floor support plate 11, it is ensured that construction quality.
Below incorporated by reference to shown in Fig. 5 and Fig. 6, Fig. 5 and Fig. 6 are that the utility model steel bar truss floor support plate is applied in underground pipe gallery
The Construction State schematic diagram of mounting structure in work, installation of the utility model steel bar truss floor support plate in underground pipe gallery construction
The concrete construction method of structure is as follows：
S001：During the wall 22 of construction piping lane, wall cage bar 221 is reserved at the top of wall 22 and firmware is drawn
12, wherein, wall cage bar 221 extends upward the top of wall 22, draws firmware 12 to extend outward the sidepiece of wall 22, such as schemes
Shown in 5；
S002：In drawing support armpit mould 13 and floor support plate side form 14 are installed on firmware 12；Wherein, the bottom patch of support armpit mould 13
The sidepiece for the wall 22 being against on the inside of piping lane is simultaneously fixed on drawing firmware 12, and the top of support armpit mould 13 is bent to form the face of lifting 130,
And the face 130 that lifts of the support armpit mould 13 at the top of neighboring walls 22 is flush, the bottom of floor support plate side form 14 is posted by outside piping lane
The sidepiece of the wall 22 of side is simultaneously fixed on drawing firmware 12, and the top of floor support plate side form 14 is upwardly extended, and is used as the side of piping lane top plate
Mould, as shown in Figure 5；
S003：The integration lifting of steel bar truss floor support plate 11 is lifted into face to the support armpit mould 13 at the top of neighboring walls
On 130, as shown in Figure 6；
S004：It is connected steel bar truss floor support plate 11 and wall cage bar 221 using construction muscle 15, such as Fig. 5 and Fig. 4 institutes
Show；
S005：In the bar construction that piping lane top plate is installed on steel bar truss floor support plate 11, by the bar construction of piping lane top plate
Construction muscle 15 is fixed on, as shown in Figure 1；
S006：Floor board concrete is poured in steel bar truss floor support plate 11, support armpit mould 13 and floor support plate side form 14；
S007：After the completion of floor plates concreting, support armpit mould 13, recycling are removed on firmware 12 in drawing.
Mounting structure of the utility model steel bar truss floor support plate in underground pipe gallery construction, which is utilized, to be arranged at the top of wall
Split bolt and support armpit mould, carry out spacer bar truss floor support plate, instead of traditional temporary supporting system, during construction without branch
Support, reduces live reinforcing bar binding work amount, effectively improves efficiency of construction, greatly shorten the duration.Steel bar girder floor plates are integrally hung
Dress, accelerates speed of application, meets the linear construction requirement of underground pipe gallery.Armpit mould is supported to use regularization aluminium alloy haunch mould
Plate, steel bar girder floor plates are integrally lifted, and realize factorial praluction, are easy to control bar spacing, protective layer thickness, are improved work
Cheng Zhiliang.Armpit mould convenient disassembly is supported, can be used repeatedly, saving steel, meet green construction requirement.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only to coordinate
Content disclosed in bright book, so that those skilled in the art is understood with reading, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influenceing the utility model effect that can be generated and the purpose that can reach, all should still it fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile, in this specification it is cited as " on ", " under ", "left", "right", " in
Between " and " one " etc. term, be merely convenient to understanding for narration, and be not used to limit the enforceable scope of the utility model, its
Relativeness is altered or modified, under without essence change technology contents, when being also considered as the enforceable category of the utility model.
Described above is only preferred embodiment of the present utility model, not does any formal to the utility model
Limitation, although the utility model is disclosed above with preferred embodiment, but is not limited to the utility model, it is any to be familiar with
Professional and technical personnel, in the range of technical solutions of the utility model are not departed from, when in the technology using the disclosure above
Hold the equivalent embodiment made a little change or be modified to equivalent variations, as long as without departing from technical solutions of the utility model
Hold, any simple modification, equivalent variations and the modification made according to technical spirit of the present utility model to above example, still
Belong in the range of technical solutions of the utility model.
Claims (7)
1. a kind of mounting structure of steel bar truss floor support plate in underground pipe gallery construction, it is characterised in that including：
Firmware is drawn, is reserved in the top of the wall of piping lane, and the sidepiece for drawing firmware to extend outward the wall；Wall
Top is also reserved with wall cage bar, and the wall cage bar extends upward the top of the wall；
Armpit mould is supported, the bottom of the support armpit mould is posted by the sidepiece of the wall on the inside of piping lane and is fixed on described draw admittedly
Part, the top of the support armpit mould is bent to form the face of lifting；The face that lifts of the support armpit mould at the top of neighboring walls is flush；
Floor support plate side form, the sidepiece for the wall being posted by the outside of piping lane is simultaneously fixed on the drawing firmware；
Steel bar truss floor support plate, integration is lifted on the lifting on face of the support armpit mould at the top of neighboring walls；And
Muscle is constructed, is fixedly connected between the steel bar truss floor support plate and the wall cage bar.
2. mounting structure of the steel bar truss floor support plate as claimed in claim 1 in underground pipe gallery construction, it is characterised in that：Institute
It is split bolt to state drawing firmware, and the split bolt wears and is fixed on the top of the wall, the two ends of the split bolt
Extend outward the both sides of the wall.
3. mounting structure of the steel bar truss floor support plate as claimed in claim 2 in underground pipe gallery construction, it is characterised in that：Institute
State and opened up on the first pulling eye that the bottom of support armpit mould is worn provided with the end for the split bolt, the floor support plate side form
There is the second pulling eye that the end for the split bolt is worn.
4. mounting structure of the steel bar truss floor support plate as claimed in claim 1 in underground pipe gallery construction, it is characterised in that：Institute
State support armpit mould and use regularization aluminium alloy haunch template.
5. mounting structure of the steel bar truss floor support plate as claimed in claim 1 in underground pipe gallery construction, it is characterised in that：Institute
The portion that reclines for being posted by the wall sidepiece is formed at the bottom for stating support armpit mould, and the top of the support armpit mould, which is formed, is supported on steel
The support of muscle truss floor support plate bottom, it is described to lift the top surface that face is formed at the support；The portion that reclines is put down with described
Corner connecting portion is provided between support portion.
6. mounting structure of the steel bar truss floor support plate as claimed in claim 5 in underground pipe gallery construction, it is characterised in that：Institute
Portion, the support and the corner connecting portion of reclining of support armpit mould is stated using regularization aluminium alloy haunch template one
Shaping.
7. mounting structure of the steel bar truss floor support plate as claimed in claim 1 in underground pipe gallery construction, it is characterised in that：Institute
Stating construction muscle includes being fixed on the wall cage bar, institute in the middle part of horizontal tension rib and oblique tension rib, the horizontal tension rib
The two ends for stating horizontal tension rib are fixedly connected on the steel bar truss floor support plate for facing side；The oblique drawknot of oblique tension rib in
Between the wall cage bar and the steel bar truss floor support plate for facing side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621478050.1U CN206477356U (en) | 2016-12-30 | 2016-12-30 | Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621478050.1U CN206477356U (en) | 2016-12-30 | 2016-12-30 | Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206477356U true CN206477356U (en) | 2017-09-08 |
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ID=59749703
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621478050.1U Expired - Fee Related CN206477356U (en) | 2016-12-30 | 2016-12-30 | Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759480A (en) * | 2016-12-30 | 2017-05-31 | 中国建筑第八工程局有限公司 | Mounting structure and construction method of the steel bar truss floor support plate in underground pipe gallery construction |
-
2016
- 2016-12-30 CN CN201621478050.1U patent/CN206477356U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759480A (en) * | 2016-12-30 | 2017-05-31 | 中国建筑第八工程局有限公司 | Mounting structure and construction method of the steel bar truss floor support plate in underground pipe gallery construction |
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Granted publication date: 20170908 |