阅读说明：本技术 满堂脚手架底部施工通道安装工艺 (Full hall scaffold bottom construction channel mounting process ) 是由 杨洋 邱长林 于 2019-09-27 设计创作，主要内容包括：本发明公开了一种满堂脚手架底部施工通道安装工艺,包括如下步骤：S1,在搭设满堂脚手架前,在地面上标示出施工通道线路路线和满堂脚手架中竖向支撑钢管位置点位；S2,绘制施工通道结构图,所述施工通道包括多个下端具有多个伸缩式支脚的支撑台；S3,根据S1中放样位置搭设满堂脚手架；S4,根据S1中所标示的施工通道线路图,在满堂脚手架的扫地杆上从左至右布设支撑台,搭设时,每个支撑台的两相对侧分别搭在与之相邻的扫地杆上,且相邻两个支撑台之间可拆卸地连接；S5,将支撑台搭设完成后,在需要推车行走的入口和出口处分别安装一块斜板。本发明得到的满堂脚手架底部施工通道安装工艺便于施工人员通行并运载材料,且施工方法简单、方便。(The invention discloses a kind of full hall scaffold bottom construction channel mounting process, include the following steps: S1, before setting up full hall scaffold, indicate vertical supporting steel pipe position point in construction port line route and full hall scaffold on the ground；S2, draws construction channel design figure, and the construction channel includes the supporting table that multiple lower ends have multiple telescoping legs；S3 sets up full hall scaffold according to setting-out position in S1；S4, the construction port line figure according to marked in S1 lays supporting table on the bar of sweeping the floor of full hall scaffold, when setting up from left to right, the two opposite sides of each supporting table ride over respectively it is adjacent thereto sweep the floor on bar, and it is detachably connected between two neighboring supporting table；S5 after the completion of setting up supporting table, installs one piece of inclined plate at the entrance and exit for needing cart to walk respectively.The full hall scaffold bottom construction channel mounting process that the present invention obtains is convenient for the current simultaneously carrying material of construction personnel, and construction method is simply, conveniently.)

The channel mounting process 1. a kind of full hall scaffold bottom is constructed, which is characterized in that it includes the following steps: S1, is setting up Before full hall scaffold, it is logical that construction is indicated according to the route of width and demoulding needed for construction channel and transport material on the ground Then road route route carries out setting-out further according to wall, column, beam horizontal layout size on construction drawing, according to construction requirement on ground On mark vertical supporting steel pipe (1) position point in full hall scaffold, when indicating vertical supporting steel pipe (1) position, should avoid and apply The route in work channel, by vertical supporting steel pipe setting adjacent thereto outside construction Passage Route, and close to construction Passage Route； S2 draws out construction channel design figure, the construction channel according to the spacing of construction channel width and adjacent two rows of vertical steel pipes There is the supporting table (3) of multiple telescoping legs (6) including multiple lower ends；S3 sets up full hall foot hand according to setting-out position in S1 Frame；Support platform prefabricated in S2 is transported to construction field, the construction port line figure according to marked in S1, in Man Tang by S4 Supporting table is laid from left to right on the bar of sweeping the floor of scaffold, when setting up, the telescoping leg branch of each supporting table need to be located at ground On face, the two opposite sides of each supporting table ride over respectively it is adjacent thereto sweep the floor on bar, and it is removable between two neighboring supporting table It connects with unloading；S5 after the completion of setting up supporting table, installs one piece of inclined plate at the entrance and exit for needing cart to walk respectively (7), the inclined plate (7) and supporting table side adjacent thereto are rotatably coupled.

The channel mounting process 2. full hall scaffold bottom according to claim 1 is constructed, which is characterized in that the supporting table It (3) is in rectangle, the telescoping leg on each supporting table (3) is removably attached to the lower end surface of supporting table.

The channel mounting process 3. full hall scaffold bottom according to claim 2 is constructed, which is characterized in that in each support Platform lower end surface is all provided with there are four the connector sleeve (35) for being in distributed rectangular, and the upper end of the telescoping leg (6) is socketed in the connection In set.

The channel mounting process 4. full hall scaffold bottom according to claim 2 is constructed, which is characterized in that in each support The quadrangle of platform (3) is equipped at intervals at least two mounting holes (31), and two mounting holes (31) positioned at opposite sides same row are corresponding Setting.

The channel mounting process 5. full hall scaffold bottom according to claim 4 is constructed, which is characterized in that every two is adjacent Supporting table between by a connection buckle (4) connect, the connection buckle (4) be an equal downward bending in left and right ends connection Bar, the dogleg section of connection buckle link together two supporting tables after respectively corresponding the mounting hole (31) for being inserted into supporting table (3).

The channel mounting process 6. full hall scaffold bottom according to claim 2 is constructed, which is characterized in that each supporting table Two opposite sides, side along its length or width direction be equipped with one first tongue and groove (33), the other side be equipped with one and first The second tongue and groove (34) that tongue and groove (33) matches；Cooperated between two neighboring supporting table (3) by the first tongue and groove and the second tongue and groove Connect.

The channel mounting process 7. full hall scaffold bottom according to claim 5 or 6 is constructed, which is characterized in that each One layer of anti-slip layer (36) is equipped in supporting table.

The channel mounting process 8. full hall scaffold bottom according to claim 5 or 6 is constructed, which is characterized in that each Supporting table lower end surface is respectively and fixedly provided with two reinforcement blocks being arranged in a crossed manner (32).

Technical field

The present invention relates to a kind of the realm of building construction, and in particular to a kind of full hall scaffold bottom construction channel erector Skill.

Background technique

Usually during large area floor frame construction, it can use and set up the branch that full hall frame mode carries out roof template Support, in order to keep vertical supporting steel pipe indeformable in casting concrete, can vertical supporting steel pipe bottom, in, upper three positions Horizontal cross and longitudinal steel pipe are added, the steel pipe (bar of referred to as sweeping the floor) of bottom level is generally away from ground 200MM high, can guarantee Concrete surface and corner angle are not damaged.And after the completion of full hall scaffold is set up, non-bearing template (wall, column, beam side) need to be carried out It removes.Branch is first torn open after demoulding sequence is, first prop up and is torn open afterwards, and when the dismounting biggish beam bottom board of span, Ying Xiancong span centre starts, then to two End.It is too urgent to overexert when demoulding, and the template and steel pipe removed will be transported in time, be arranged.It, should not be right when form removable Floor forms impact load, and the template and bracket of dismounting should be cleared in time, and is cleared up, arranged, brushed every mould agent, and heap is concentrated It puts.

And above-mentioned demoulding demand, construction worker need constantly to wear in full hall support frame during demoulding Row, it should be noted that the bar of sweeping the floor of lower part, avoid making a misstep or kick sweep the floor bar after cause unnecessary injury, to seriously affect The construction efficiency of worker.In addition, if needing more people to carry out when construction personnel transports material in full hall scaffold, clears and removes refuse Transmitting cannot use cart, also will affect construction efficiency.To solve the above-mentioned problems, applicant considers in full hall scaffold It sweeps the floor and sets up the construction channel that material is walked, transported for construction personnel above bar, to effectively increase the construction efficiency of worker, And to construction operation standardized management.

Summary of the invention

In view of the above shortcomings of the prior art, the technical problems to be solved by the present invention are: how to provide one kind convenient for applying Worker person is current and carrying material, and construction method simply and easily construct channel mounting process by full hall scaffold bottom.

In order to solve the above-mentioned technical problem, present invention employs the following technical solutions:

A kind of full hall scaffold bottom construction channel mounting process, which is characterized in that it includes the following steps: S1, full setting up Before hall scaffold, construction channel is indicated according to width and demoulding needed for construction channel and the route for transporting material on the ground Then route route carries out setting-out further according to wall, column, beam horizontal layout size on construction drawing, on the ground according to construction requirement Vertical supporting steel pipe position point in full hall scaffold is marked, when indicating vertical supporting steel pipe position, construction channel should be avoided Route, by vertical supporting steel pipe setting adjacent thereto outside construction Passage Route, and close to construction Passage Route；S2, according to The spacing of construction channel width and adjacent two rows of vertical steel pipes draws out construction channel design figure, and the construction channel includes multiple Lower end has the supporting table of multiple telescoping legs；S3 sets up full hall scaffold according to setting-out position in S1；S4, will be pre- in S2 The support platform of system is transported to construction field, the construction port line figure according to marked in S1, in the bar of sweeping the floor of full hall scaffold On lay supporting table from left to right, when setting up, the telescoping leg of each supporting table need to be installed on the ground, each supporting table Two opposite sides ride over respectively it is adjacent thereto sweep the floor on bar, and it is detachably connected between two neighboring supporting table；S5 will be propped up After the completion of support platform is set up, one piece of inclined plate, the inclined plate and therewith phase are installed respectively at the entrance and exit for needing cart to walk Adjacent supporting table side is rotatably coupled.In this way, it is end to end between supporting table, it is placed in the vertical of adjacent two rows of scaffolds Between steel pipe, and then an access platform can be formed in the bar upper end of sweeping the floor of full hall scaffold, walked for construction personnel, walking In the process without should be noted leftover bits and pieces position, phenomenon is made a misstep without worry and is occurred.And set inclined plate is oblique on the outside, it can It is that cart forms an implementation channel together with horizontally disposed supporting table above and below cart.Set telescoping leg Supporting table can be supported, keep supporting table steady enough, meanwhile, telescoping leg is arranged close to the vertical steel pipe of scaffold Afterwards, one end that supporting table is stretched out outside telescoping leg, which can be placed in, sweeps the floor on bar, and support construction is more firm.And it is adjacent Detachable connection between supporting table, dismounting and transport that can be easy to support, is set as telescopic structure for stabilizer blade, is convenient for its root Height is adjusted according to Specific construction situation.Route and the scaffold wiring in construction channel are indicated before full hall scaffold is set up, Meanwhile set supporting table is prefabrication, so that later period assembly is more accurate.In addition, supporting table low manufacture cost, and fill Match and dismantle all more convenient, additionally it is possible to be repeatedly used after disassembly.

Further, the supporting table is in rectangle, and the telescoping leg in each supporting table is removably attached to prop up Support the lower end surface of platform.In this way, supporting table comparison is convenient, and side can be affixed with vertical steel pipe, can increase its stability.And The detachable assembly of telescoping leg can be transported and be placed convenient for early period.

It further, is in the connector sleeve of distributed rectangular, the telescopic branch there are four being all provided in each supporting table lower end surface The upper end of foot is socketed in the connector sleeve.In this way, telescoping leg need to only cover in connector sleeve, can be realized assembly, installation and Disassembly is quite convenient to.

Further, at least two mounting holes are equipped at intervals in the quadrangle of each supporting table, it is same is located at opposite sides Two mounting holes of column are correspondingly arranged.In this way, by setting mounting hole, and after the same row mounting hole of opposite side is correspondingly arranged, Installation can be fixed using connector convenient for the later period.

Further, it is connected by a connection buckle between every two adjacent supporting table, the connection buckle is a left side The connecting rod of the right equal downward bending in both ends, the dogleg section of connection buckle respectively correspond two branch after the mounting hole of insertion supporting table Support platform links together.In this way, set connection fastener structure is simple, and only need to be by its bending part when two adjacent supporting table of connection Divide in insertion mounting hole, assembly or disassembly is quite convenient to.

Further, the two opposite sides of each supporting table, side is along its length or width direction is equipped with one first enterprise Mouthful, the other side is equipped with second tongue and groove matched with the first tongue and groove；Between two neighboring supporting table by the first tongue and groove and The cooperation of second tongue and groove connects.In this way, it is more easy by the way of tongue and groove mating connection, by two supporting tables when need to only assembling It is stuck after the alignment of side.

Further, one layer of anti-slip layer is equipped in each supporting table.In this way, not being afraid of skidding rainy day, pacify Full performance is higher.

Further, two reinforcement blocks being arranged in a crossed manner are respectively and fixedly provided in each supporting table lower end surface.In such manner, it is possible to have Effect promotes the intensity of supporting table, increases its anti-pressure ability.

Detailed description of the invention

Fig. 1 is that construction channel is assemblied in the structural schematic diagram after full hall scaffold in embodiment；

Fig. 2 is the schematic perspective view after the part supporting table and inclined plate assembly in channel of constructing in embodiment；

Fig. 3 is supporting table and inclined plate back side attachment structure schematic diagram in embodiment；

Fig. 4 is structural schematic diagram when two neighboring supporting table is connected using tongue and groove in embodiment.

In figure: bar 1 of sweeping the floor, scaffold upright rod 2, supporting table 3, mounting hole 31, reinforcement block 32, the first tongue and groove 33, second enterprise Mouth 34, connector sleeve 35, anti-slip layer 36, connection buckle 4, hinge 5, telescoping leg 6, inclined plate 7.

Specific embodiment

Present invention will be further explained below with reference to the attached drawings and examples.