CN206468008U - Outer wall of basement one side formwork support system - Google Patents
Outer wall of basement one side formwork support system Download PDFInfo
- Publication number
- CN206468008U CN206468008U CN201720060542.7U CN201720060542U CN206468008U CN 206468008 U CN206468008 U CN 206468008U CN 201720060542 U CN201720060542 U CN 201720060542U CN 206468008 U CN206468008 U CN 206468008U
- Authority
- CN
- China
- Prior art keywords
- basement
- wall
- support system
- formwork support
- side formwork
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
A kind of outer wall of basement one side formwork support system of the present utility model, is related to technical field of building construction, and the problem of efficiency is low, install quality is difficult to ensure is installed for traditional outer wall of basement one side formwork support system.The form bracing system, split bolt is passed sequentially through along outer wall of basement and is fixedly connected with reinforcing bar, flitch, template and fender post from the inside to the outside, and diagonal brace is provided between side and sole plate of the reinforcing bar away from flitch.The outer wall of basement one side formwork support system can be realized to dissipate and break dress, install efficient convenient, be either all suitable for along the practice or reverse construction, and be easy to quality control.
Description
Technical field
The utility model is related to technical field of building construction, more particularly to a kind of outer wall of basement one side formwork supporter
System.
Background technology
In building construction process, larger lateral pressure can be produced during casting concrete.Match plate is generally set, and
It is fixed using the split bolt with water-proof wing-ring, prevents that template from rising moding shape.But in the narrow and small basement in operating space
In external wall construction, generally using deposited reinforced concrete pile integrally as the outboard template of outer wall of basement, only inner side carries out single
Collateral mould.Traditional outer wall of basement one side formwork support system mainly has two kinds, and a kind of is the group processed by steel member
Triangular steel truss support system is closed, the system has big weight, mobile inconvenience, relies on tower crane, can not adapt to contrary sequence method operating mode etc.
Problem；Another is the steel pipe Inclined strut bent support system set up by steel pipe, fastener, glued board, and the system has construction
Efficiency is low, construction is numerous and diverse, work consuming takes, install quality be difficult to ensure the problems such as.
Therefore, how to provide it is a kind of install conveniently, cost is low and the easily controllable unilateral mould of the outer wall of basement for installing quality
Plate support system, is the technical problem of those skilled in the art's urgent need to resolve.
Utility model content
For traditional outer wall of basement one side formwork support system or there is weight big, mobile inconvenience or exist and install effect
Rate is low, install quality be difficult to ensure the problem of, the purpose of this utility model be to provide one kind install conveniently, cost it is low and be easy to control
System installs the outer wall of basement one side formwork support system of quality.
The utility model solves the technical scheme that its technical problem used：
Outer wall of basement one side formwork support system, be sequentially provided with from the inside to the outside along outer wall of basement reinforcing bar, flitch,
Template and fender post, are fixedly connected between the template, flitch and reinforcing bar by split bolt, and the reinforcing bar is remote
The side of flitch is provided with diagonal brace, and one end of the diagonal brace is fixedly connected with the reinforcing bar, the other end of the diagonal brace and underground
Chamber base bottom plate is fixedly connected.
Further, the joint of outer wall of basement and sole plate is provided with vertical steel plate for sealing water.
Further, the joint is additionally provided with water-stopping tie bolt, and water-stopping tie bolt is sequentially connected reinforcing bar, flitch
Fixed with template and embedded joint.
Further, the form bracing system upper end sets angle steel with beams of concrete junction.
Further, it is articulated and connected between the diagonal brace and the reinforcing bar and the sole plate.
Further, the diagonal brace be made by round steel pipe and the diagonal brace adjustable in length.
Further, the reinforcing bar is that 10# channel-section steels are made.
Compared with prior art, the utility model is beneficial has technical effect that：
1st, outer wall of basement one side formwork support system of the present utility model, outer wall of basement is integrally used as by the use of fender post
Outboard template, by set be connected respectively with the beams of concrete and sole plate below basement floor with outer wall of basement
The inner side for passing sequentially through reinforcing bar, flitch and template formation that split bolt is fixedly connected from the inside to the outside of place's Joint is unilateral
Form bracing system, so as to realize under small space, outer wall of basement solves the space of bilateral formwork using one side formwork formwork
Not enough problem.
2nd, outer wall of basement one side formwork support system of the present utility model can be realized to dissipate and break dress, install efficiently just
Victory, is either all suitable for, and be easy to quality control along the practice or reverse construction.
3rd, outer wall of basement one side formwork support system of the present utility model, due to the fixation of one side formwork support system
There is inner side, itself reduces the consumption of mould material, other materials also convenient material drawing saves cost, reinforcement means is directly perceived, can grasp
The property made is strong, without mutual restricting relation between the one side formwork support system and outer wall of basement inner side template, and form bracing system
Top is fixed lower section by angle steel, dowel and beams of concrete and is connected by water-stopping tie bolt with sole plate with outer wall of basement
Place is fixedly connected, sideways by forming effective stress between diagonal brace and sole plate, so that whole one side formwork support system is formed
Firm stress system, it is safe and reliable, moreover it is possible to prevent that template from rising mould, it is adaptable to the narrow and small outer wall formwork of basement in operating space
Popularization and application, with good social benefit.
Brief description of the drawings
Fig. 1 is the front view of outer wall of basement one side formwork support system in the embodiment of the utility model one；
Fig. 2 is the side view of outer wall of basement one side formwork support system in the embodiment of the utility model one；
Fig. 3 is Fig. 2 A portions enlarged drawing.
In figure：
1- reinforcing bars；2- flitches；3- templates；4- fender posts；5- split bolts；6- diagonal braces；7- sole plates；8- joints
Place；9- steel plate for sealing water；10- water-stopping tie bolts；11- beams of concretes；12- angle steel；13- pre-embedded steel slabs；14- dowels；15- undergrounds
Room floor.
Embodiment
Below in conjunction with the drawings and specific embodiments to the utility model proposes a kind of outer wall of basement one side formwork support
System is described in further detail.According to following explanation, advantages and features of the present utility model will become apparent from.Below will be by institute
The embodiment combination accompanying drawing enumerated, describes technology contents of the present utility model and feature in detail.It need to illustrate in addition, accompanying drawing is equal
It is only real conveniently, lucidly to aid in illustrating the utility model using very simplified form and using non-accurately ratio
Apply the purpose of example.For sake of convenience, the upper and lower direction of " on ", " under " with accompanying drawing described below is consistent, but this can not be into
For the limitation of technical solutions of the utility model.
Embodiment one
Describe the structure composition of outer wall of basement one side formwork support system of the present utility model in detail referring to figs. 1 to Fig. 3.
Outer wall of basement one side formwork support system, reinforcing bar 1, flitch are sequentially provided with along outer wall of basement from the inside to the outside
2nd, template 3 and fender post 4, are fixedly connected, reinforcing bar 1 is remote between template 3, flitch 2 and reinforcing bar 1 by split bolt 5
Side from flitch 2 is provided with diagonal brace 6, and one end of diagonal brace 6 is fixedly connected with reinforcing bar 1, the other end and the underground chamber base of diagonal brace 6
Bottom plate 7 is fixedly connected.
Specifically, using fender post 4 as outer wall of basement outboard template, outer wall of basement is set up on sole plate 7
Inner side template, that is, outer wall of basement one side formwork support system, the form bracing system upper end passes through with beams of concrete 11
Angle steel 12 is fixedly connected with dowel 14, and the form bracing system lower end is fixedly connected with sole plate 7 by pre-embedded steel slab 13, and
And, in order to ensure the force stability of the form bracing system, reinforcing bar 1 closely descends one end and basic bottom of room inner side of outer wall
Diagonal brace 6 is provided between plate 7.Therefore, the outer wall of basement one side formwork support system can be realized to dissipate and break dress, install efficiently
It is convenient, either it is all suitable for along the practice or reverse construction, and be easy to quality control.
Certainly, it is contemplated that sole plate 7 is first constructed completion, construct, applied so that the two joint 8 has after outer wall of basement
Work stitches (not shown), and in order to prevent the construction joint region from seeping water, the joint 8 of outer wall of basement and sole plate 7 is provided with
Vertical steel plate for sealing water 9.
In order to be further ensured that the sealing anti-seepage effect of joint 8, joint 8 is additionally provided with water-stopping tie bolt 10, sealing
Split bolt 10 is sequentially connected reinforcing bar 1, flitch 2 and template 3 and embedded joint 8 is fixed.Certainly, the water-stopping tie bolt 10
Positioned at construction joint lower end, so that construction joint upper end is provided with steel plate for sealing water 9, construction joint lower end is provided with water-stopping tie bolt 10 so that
The complete tight fish tail and waterproof layer of construction joint upper and lower side formation one, is efficiently solved outside the seepage problem of construction joint, underground room
The waterproof effect of wall is strengthened.
Especially, in the present embodiment, form bracing system upper end is connected by setting angle steel 12 to be fixed with beams of concrete 11
Connect, form bracing system lower end is firm by form bracing system by setting water-stopping tie bolt 10 to be fixedly connected with junction 8
It is arranged on sole plate 7, so as to realize the vertical effective fixation of whole form bracing system.In addition, in order to offset fender post 4
The soil pressure of side, and prevent that template from rising mould, side of the reinforcing bar 1 away from fender post 4 is provided with diagonal brace 6, diagonal brace 6 and reinforcing bar 1
And be articulated and connected between sole plate 7.
Certainly, the position for the ease of adjustment diagonal brace 6 and stress, while in view of the convenience of materials, diagonal brace 6 is by round steel
Pipe is made and the length and angle of diagonal brace 6 can adjust.In order to strengthen the stability of whole form bracing system, Ke Yikao
Consider and at least two diagonal braces 6 are set, certainly, all diagonal braces 6 are arranged at intervals at below the center of gravity of reinforcing bar 6 or center of gravity.
Certainly, for convenience of drawing materials, reinforcing bar 1 is that 10# channel-section steels are made.So, formed and enclosed in double steel pipe level
Purlin, the vertical peripheral purlin of Two bors d's oeuveres channel-section steel, and tighten up by bolt fixed stable form bracing system.
Please continue to refer to Fig. 1 to Fig. 3, the present embodiment also discloses outer wall of basement one side formwork support of the present utility model
The mold method of system, the mold method comprises the following steps：
The first, vertical steel plate for sealing water 9 is set in the joint 8 of outer wall of basement and sole plate 7；
2nd, successively reinforcing bar 1, flitch 2, template 3 are fixed together to form form bracing system by split bolt 5,
So that form bracing system lower end is fixedly connected with the pre-embedded steel slab 13 in sole plate 7 so that form bracing system upper end with
Beams of concrete 11 is fixedly connected by angle steel 12 with dowel 14, and the top of beams of concrete 11 is basement floor 15；
3rd, diagonal brace 6 is fixedly mounted in the center of gravity of reinforcing bar 1 and bottom；
4th, water-stopping tie bolt 10 is set in the joint 8 of outer wall of basement and sole plate 7 so that sealing is to drawing spiral shell
One end of bolt 10 is fixedly connected with reinforcing bar 1, the other end insertion joint 8 of water-stopping tie bolt 10.
In summary, outer wall of basement one side formwork support system of the present utility model, ground is integrally used as by the use of fender post
The outboard template of lower room exterior wall, by set respectively with the beams of concrete and sole plate and basement below basement floor
Exterior wall junction Joint passes sequentially through reinforcing bar, flitch that split bolt is fixedly connected and template formation from the inside to the outside
Inner side one side formwork support system, so as to realize under small space, outer wall of basement solves bilateral branch using one side formwork formwork
The insufficient space problem of mould.The fixation for being additionally, since one side formwork support system only has inner side, itself reduces mould material
Consumption, other materials also convenient material drawing saves cost, and reinforcement means is directly perceived, workable, the one side formwork support system with
Without mutual restricting relation between outer wall of basement inner side template, and pass through angle steel, dowel and beams of concrete above form bracing system
Fixed lower section is fixedly connected by water-stopping tie bolt with sole plate with outer wall of basement junction, passes through diagonal brace and base sideways
Effective stress is formed between plinth bottom plate, so that whole one side formwork support system forms firm stress system, it is safe and reliable, moreover it is possible to
Prevent that template from rising mould, it is adaptable to the popularization and application of the narrow and small outer wall formwork of basement in operating space, with good social benefit.
Foregoing description is only the description to the utility model preferred embodiment, not to any limit of the utility model scope
Calmly, the those of ordinary skill in the utility model field does according to the disclosure above content any change, modification, belonging to right will
Seek the protection domain of book.
Claims (7)
1. outer wall of basement one side formwork support system, it is characterised in that be sequentially provided with and add from the inside to the outside along outer wall of basement
Gu bar, flitch, template and fender post, are fixedly connected between the template, flitch and reinforcing bar by split bolt, described
Side of the reinforcing bar away from flitch is provided with diagonal brace, and one end of the diagonal brace is fixedly connected with the reinforcing bar, the diagonal brace it is another
One end is fixedly connected with basement sole plate.
2. outer wall of basement one side formwork support system according to claim 1, it is characterised in that outer wall of basement and base
The joint of plinth bottom plate is provided with vertical steel plate for sealing water.
3. outer wall of basement one side formwork support system according to claim 2, it is characterised in that the joint is also set
There is water-stopping tie bolt, water-stopping tie bolt is sequentially connected reinforcing bar, flitch and template and embedded joint is fixed.
4. outer wall of basement one side formwork support system according to claim 1, it is characterised in that the shuttering supporting body
Fasten end and angle steel is set with beams of concrete junction.
5. outer wall of basement one side formwork support system according to claim 1, it is characterised in that the diagonal brace with it is described
It is articulated and connected between reinforcing bar and the sole plate.
6. outer wall of basement one side formwork support system according to claim 1, it is characterised in that the diagonal brace is by round steel
Pipe be made and the diagonal brace adjustable in length.
7. outer wall of basement one side formwork support system according to claim 1, it is characterised in that the reinforcing bar is
10# channel-section steels are made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720060542.7U CN206468008U (en) | 2017-01-17 | 2017-01-17 | Outer wall of basement one side formwork support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720060542.7U CN206468008U (en) | 2017-01-17 | 2017-01-17 | Outer wall of basement one side formwork support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206468008U true CN206468008U (en) | 2017-09-05 |
Family
ID=59706707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720060542.7U Active CN206468008U (en) | 2017-01-17 | 2017-01-17 | Outer wall of basement one side formwork support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206468008U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677533A (en) * | 2017-01-17 | 2017-05-17 | 上海建工建集团有限公司 | Basement exterior wall single-side formwork supporting system and method |
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Retaining wall formwork support system and retaining wall formwork support system |
| CN109025290A (en) * | 2018-07-24 | 2018-12-18 | 北京首钢建设集团有限公司 | A kind of water-proof concrete exterior wall and basic intersection setting-up of construction joint construction method |
| CN110761558A (en) * | 2019-09-29 | 2020-02-07 | 中国二十冶集团有限公司 | Basement outer wall unilateral template strutting arrangement |
| CN111456220A (en) * | 2020-04-07 | 2020-07-28 | 上海建工二建集团有限公司 | Single-face formwork supporting system for basement exterior wall and application method |
-
2017
- 2017-01-17 CN CN201720060542.7U patent/CN206468008U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677533A (en) * | 2017-01-17 | 2017-05-17 | 上海建工建集团有限公司 | Basement exterior wall single-side formwork supporting system and method |
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Retaining wall formwork support system and retaining wall formwork support system |
| CN107338957B (en) * | 2017-09-07 | 2023-06-23 | 中国建筑第二工程局有限公司 | Retaining wall template supporting system and retaining wall template supporting system |
| CN109025290A (en) * | 2018-07-24 | 2018-12-18 | 北京首钢建设集团有限公司 | A kind of water-proof concrete exterior wall and basic intersection setting-up of construction joint construction method |
| CN110761558A (en) * | 2019-09-29 | 2020-02-07 | 中国二十冶集团有限公司 | Basement outer wall unilateral template strutting arrangement |
| CN111456220A (en) * | 2020-04-07 | 2020-07-28 | 上海建工二建集团有限公司 | Single-face formwork supporting system for basement exterior wall and application method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206468008U (en) | Outer wall of basement one side formwork support system | |
| CN106677533A (en) | Basement exterior wall single-side formwork supporting system and method | |
| CN208455910U (en) | Large-span hemispherical reinforced concrete dome structure and template system thereof | |
| CN209211748U (en) | A kind of structure node of assembled ceiling radiating system | |
| CN206956979U (en) | A kind of Linear shear wall with fore-set | |
| CN206529881U (en) | The constructing device of cushion cap and ground girder construction | |
| CN206070809U (en) | ALC steam-pressing aero-concretes batten inclines curtain wall structure | |
| KR101219459B1 (en) | The water-storage tank of assembly type and method for constructing thereof | |
| CN111809792B (en) | Assembled precast concrete wallboard | |
| CN218204218U (en) | Concrete storehouse face small step construction seam face founds mould device fast | |
| CN109339088A (en) | A kind of low-rise building | |
| CN214739003U (en) | Prefabricated heat preservation decorates integration wallboard | |
| CN204456226U (en) | One is exempted to clear up ater-casting | |
| CN101382001B (en) | Combined reinforced concrete hollow slab | |
| CN207063541U (en) | The flowerpot type bellows for smashing hole is poured for contrary sequence method and flowerpot type pours and smashes hole | |
| CN208168350U (en) | Surface has the formwork erecting structure of the column of recess | |
| CN100449072C (en) | Combined reinforced concrete hollow floorslab | |
| CN101196022B (en) | Combined reinforced concrete hollow floor | |
| CN117344895A (en) | Inverted trapezoid semi-basement outer wall structure and construction method thereof | |
| CN101418606B (en) | Combined reinforced concrete hollow floor | |
| CN101319567B (en) | Opening formwork component for concrete filling | |
| CN100449071C (en) | Combined reinforced concrete hollow floorslab | |
| CN101319566B (en) | Opening formwork component for concrete filling | |
| CN101255728B (en) | Combined reinforced concrete hollow floor | |
| CN101319568B (en) | Opening formwork component for concrete filling |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |